20030841 Ver 1_COMPLETE FILE_20070831

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IDSAND'SI QUAL'TY
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
DWQ Project No
Applicant:
03 - J gW County:

O"V S Lot,.S
Project Name: ??G7 ?flRK 1' LJ? 1.c? Aos
Date of Issuance of Isolated Wetland Permit: // Zo p
Certificate of Completion
Upon completion of all work approved within the Isolated Wetland Permit, and any subsequent modifications, the
applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1621
Mail Service Center. Raleigh, NC 27699-1621. This form flay be returned to DWQ by the applicant, the applicant's
authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I,? ?p!-!?I S• ?{'???1! Z• , hereby state that, to the best of my abilities, due care and diligence was
used in the observatio of the construction such that the construction was observed to be built within substantial
complian3ce-and intent of t e Isolated Wetland Permit, the approved plans and specifications, and other supporting
Si
Agent's Certification
6 ?o ?--
Date:
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the Isolated Wetland Permit, the approved plans and specifications, and other supporting
materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the Isolated Wetland Permit, the approved plans and specifications, and other
supporting materials.
Signature:
Registration No.
Date
1',ICDEN.ct
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
r
COMPLIANCE WITH WETLAND &
BUFFER REGULATIONS
In accordance with Title 15 NCAC 2H.0500, the following DEED NOTIFICATION shall be recorded in
the O N `? L O a.1 County Registry prior to the conveyance of lots. Said Deed Notification shall
apply to name of subdivision, lot numbers in Ou 5 L Ot J County, North Carolina as shown on
plans titled '?E G7 i'lbke'r (insert subdivision name) prepared by ,:?ti,?- I'irc s'
(insert name of designer) dated date:
"A portion of this lot has been determined to meet the requirements for designation as a wetland, stream or
protected stream buffer. Any subsequent fill cr alteration of this area shall conform to the requirements of the
state rules adopted by the State of North Carolina in force at the time of the proposed alteration. The intent of
this provision is to prevent additional wetland, stream or buffer filling or draining, so the property owner should
not assume that a future application for filling or draining would be approved. The property owner shall report
the name of the subdivision in any application pertaining to said rules. This covenant is intended to ensure
continued compliance with all rules adopted by the State of North lif aahd-th efore the State of North
Carolina may enforce benefits. This covenant is to run with th and and s ha all Parties and all
f 1 on
persons claiming under them".
Owner's name: t LV j J'Z--
Address: 3 ;L 9,0 -
City, State, Zip Code: -??r A14 ?-2d 3
Phone Number: (9Jo)
ATE OF North Carolina
COUNTY
I,l-Ind Z G i7I1'KIN- A1uo1 y >,hy, a Notary Public of the State of North Carolina, ( -llot1d0-hd
County, hereby certify that owner personally appeared before me this day and executed by above certification.
My commission expires: %/- 6 Q?(O
Witness my hand and notorial seal,
this 14- day of , 200 015
otary Public
03
U.S. ARMY CORPS OF ENGINEER$;4R
WILMINGTON DISTRICT
Action Id.: 200200602 County: Onslow Quad: Jacksonville North
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Mr. John Koenig Consultant: Mr. Hal Owen
6432 Yadkin Road Hal Owen & Assoc., Inc.
Fayetteville, NC 28303 PO Box 400, 266 Old Coats Rd
Lillington, NC 27546
Telephone No: 910-864-1978 910-893-8743
Size and Location of project (water body, road name/number, town, etc.): The approximately 41.81 acre tract is
located along the west side of Williamsburg Parkway, adjacent to Regency Park Section I, in the Williamsburg
Plantation development, in wetlands and unnamed tributaries to and adjacent to the New River, in Jacksonville,
Onslow County, North Carolina.
Description of Activity: Regency Park Section II, a residential subdivision, includes the excavation and
placement of fill material into 0.497 acres of jurisdictional wetlands (0.067 acres of riparian wetland and 0.43
acres of non-riparian) associated with the construction of road crossings and lot fill as follows:
Area #1, 0.061 acres of riparian wetland fill for a cul-de-sac at southwest corner of property (at lots 42-46);
Area #2, 245 square feet of riparian wetland fill for lot fill on Lot #47;
Area #3, 0.069 acres of non-riparian wetland fill for a road crossing and lot fill for Lots 60, 61, and 62;
Area #4, 0.287 acres of non-riparian wetland fill for a road crossing and lot fill for Lots 69, 70, 71; and
Area #5, 0.074 acres of non-riparian wetland fill for a road crossing (Williamsburg Parkway).
Applicable Law: _x_ Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: NATIONWIDE, PERMIT NUMBER 39:
RESIDENTIAL, C'OMMERTC'IAT.. AND INSTITUTIONAL DFVFT,OPMFNTS
See attached for terms and conditions of this Nationwide Permit
1. The permittee shall make payment to the North Carolina Wetlands Restoration Program (NCWRP)
in an amount determined by NCWRP, sufficient to perform 0.134 acres of riparian wetland restoration and
0.86 acres of non-riparian restoration in the White Oak River Basin (Hydrologic Unit 03030001).
Construction within wetlands shall begin only after the permittee has made full payment to the NCWRP, and
the NCWRP has provided written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliance with the Memorandum of Understanding between the North
Carolina Department of Environment and Natural Resources and the United States Army Corps of
Engineers, Wilmington District, dated November 4, 1998.
2. In developing the property, all remaining jurisdictional wetland areas located within Regency Park
Section II as shown on the Preliminary/General Plan dated March 11, 2002 and revised July 22, 2003, to
include those wetlands located at the following Lots 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 62, 63, 69, 70, 115,
and 125, and as depicted on the survey plat dated January 28, 2002 and verified by our office on March 29,
2002, shall be maintained in the natural or mitigated condition as stated in the restrictive covenant. No
person or entity shall fill, grade, excavate, or perform any other land disturbing activities; nor construct any
structures, nor allow animal grazing or watering or any other agricultural use on such conservation areas.
The master declaration of covenants and restrictions within Regency Park Section II, see attached
draft "Restrictive Covenants, Section IIB, Regency Park of Williamsburg Plantation", detailing property
control on further wetland disturbance, must be executed and recorded with Onslow County Register of Deeds
within 12 months of this Permit Issuance or prior to the selling or developing the property, which ever occurs
first. This record must include the subdivision plan and our verified wetland survey depicting the location of
all waters and wetlands within the boundary of the subdivision. Please make certain that the Restrictive
Covenants to be recorded makes reference to both the verified wetland delineation map of January 28, 2002,
verified March 29, 2002 and Subdivision Plan of March 11, 2003, revised July 22, 2003. The permittee shall
provide the Corps with a copy of the recorded restrictive covenants as soon as possible.
The master declaration relating to wetlands cannot be amended or modified without the express
written consent of the U.S. Army Corps of Engineeers, Wilmington District.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Department of Environment and Natural Resources, Division of Water Quality, telephone
[phone]. For any activity within the twenty coastal counties, before beginning work you must contact the N.C.
Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of
the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State, or local approvals/permits. The pemuttee may need to contact appropriate State and local
agencies before beginning work. R
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Official specified below.
Date: October 29, 2003
Corps Regulatory Official: phone No.: [phone]
Expiration Date of Verification:
V ()cJ1)bpr 191 2(6 U
CESAw Form 591
Revised July 1995
cc: Noelle Lutheran, NCDENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Carol Shaw, NCWRP, 1619 Mail Service Center, Raleigh, NC 27699-1619
Cyndi Karoly, NCDENR-DWQ Wetlands-401 Unit, 2321 Crabtree Blvd., Parkview Bldg, Raleigh, NC 27604
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Regency Park - Section II
Project Number 03 0841
Recvd From APP
Received Date 7/7/03 Recvd By Region
Project Type resdiental develoment
Certificates
Permit Wetland Wetland
Type Type Impact
Stream
Wetland Stream Class
Score Index Prim. Supp
County Onslow
County2
Region Wilmington
Stream Impacts (ft.)
Acres Feet figs+r.C.St r
Basin Req. Req.
1 ?` oTH O Y ON r 19-37-1 SC HQW 30,502. 1.24
F F_
F 39 F__ O Y O N F?-?-? 30,502. 0.50
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? 0 Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue # Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
cc: Regional Office
Central Office Page Number 1
Facility Name Regency Park - Section II County Onslow
Project Number 03 0841 Regional Contact: Noelle Lutheran
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
A 0WAMichael F. Easley, Governor
William G. Ross Jr., Secretary
Gy North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
> ?? -1
O Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 9, 2004
Onslow County
DWQ Project #: 03-0841
APPROVAL of 401 Water Quality Certification and Isolated Wetland Permit with ADDITIONAL
CONDITIONS, Ecosystem Enhancement Program
Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
Dear Mr. Koenig:
You have our approval, in accordance with the attached conditions and those listed below, to impact 1.736
acres of wetlands (including 1.30 acres of isolated wetlands) for construction of the Williamsburg Plantation -
Regency Park Section II at the terminus of Williamsburg Parkway off Gum Branch Road, as you described in
your application dated November 18, 2003, as modified on February 2, 2004 and February 3, 2004 and April
7, 2004. After reviewing your application, we have decided this fill is covered by General Water Quality
Certification Number 3402. This certification allows you to use Nationwide Permit Number 39 when the Corps
of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 213 .033). In
addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA 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 except as
modified below. 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 wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide
Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you
must follow the conditions listed in the attached certification and any additional conditions listed below.
Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and
waters to notify the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later).
Conditions of Certification:
1. An additional condition is the High Density Subdivision Stormwater Plan issued by DWQ,
Wilmington Regional Office on March 27, 2004 shall be complied with. Also, before any
permanent building is occupied at the subject site, the facilities, as approved by this Office,
shall be constructed and operational, and the stormwater management plan, as approved by
this Office, shall be implemented.
VIPM,
CD N_R
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(91 9)733-1 7R6 (nhnne). 919-733-6R93 (fax) (httn•//h2n_enr_ctate_nr._nc/ncwetlands
2. Upon completion of the project, the applicant shall complete and return the enclosed "Certification
of Completion Form" to notify DWQ that all the work included in the 401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401 /Wetlands Unit of the Division of Water Quality.
3. Deed Notifications: Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands (including the proposed on-site wetland preservation areas), waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved
for impact under this Certification Approval and Authorization Certificate. A sample deed notification
can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
4. All temporary fill and culverts shall be removed and the impacted area returned to the original
grade, including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed and bed profile after construction is complete or within 6 months of the
establishment of the crossing, which ever is sooner, and the various sites shall be stabilized with
natural woody vegetation (except for the maintenance areas of permanent utility crossings) and
restored to prevent erosion; If the crossings are not completely removed and restored as described
above within the specified time above, additional written approval from this Office must be obtained
to modify this condition.
5. Sensitive Watershed Erosion and Sediment Control Practices: The Division of Land Resources'
Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) must be adhered to throughout
the life of this project.
6. Continued Compliance: Continuing Compliance. Williamsburg Plantation shall conduct its activities
in a manner consistent with State water quality standards (including any requirements resulting
from compliance with section 303(d) of the Clean Water Act) and any other appropriate
requirements of State law and federal law. If DWQ determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or that State or federal law
is being violated, or that further conditions are necessary to assure compliance, DWQ may
reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the
certification, DWQ shall notify Williamsburg Plantation and the US Army Corps of Engineers provide
public notice in accordance with 15A NCAC 2H.0503 and provide opportunity for public hearing in
accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to
Williamsburg Plantation in writing, shall be provided to the United States Army Corps of Engineers
for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also
become conditions of the 404 Permit for the project.
We understand that you have chosen to contribute to the Ecosystem Enhancement Program in order to
compensate for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402,
this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h)
and 15A NCAC 2H .1305(g). According to 15A NCAC 2H .0506(h) and 15A NCAC 2H .1305(g), 3.472
acres of restoration or creation will be required. Until the Ecosystem Enhancement Program receives
and clears your check (made payable to: DENR - Ecosystem Enhancement Program), wetland or
stream fill shall not occur. Mr. Ron Ferrell should be contacted at 919-733-5083 ext. 358 if you have any
questions concerning the Ecosystem Enhancement Program. You have one month from the date of
this Certification to make this payment. For accounting purposes, this Certification authorizes the
fill of 0.067 acres of riparian wetlands and 1.669 acres of non-riparian (including 1.3 acres of
isolated) wetlands, in 030502 river and subbasin and 0.134 acres of riparian restoration or
creation and , 3.34 acres of non-riparian restoration or creation are required. Please be aware
that the Ecosystem Enhancement Program (EEP) rules require rounding of acreage amounts to
one-quarter acre increments (15A 2113 .0503(b)).
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions
are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Noelle Lutheran at
our Wilmington Regional Office at 910-395-3900.
Attachment
Sincerely,
1
Klimek, P.E., . ctor
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Ron Ferrell; Wetland Restoration Program
File copy
Central Files
Krissina B. Newcomb; Hal Owen and Associates, 266 Old Coats Road, P.O. Box 400,
Lillington, NC 27546
Betty Bullock, John Pierce and Associates, P.O. Box 1685, Jacksonville, NC 28541
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, John Koenig has permission as outline below for the
purpose(s) of proposed Williamsburg Plantation - Regency Park Section II. All activities associated
with these authorized impacts must be conducted with the conditions listed in the attached
certification transmittal letter. THIS CERTIFICATION IS NOT VALID WITHOUT THE
ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM
LOCATION Williamsburg Plantation - Regency Park Secion II
COUNTY: Onslow
BASIN/SUBBASIN 030502
As required by 15A NCAC 2H .0506 and 15A NCAC 2H .1305, and the conditions of this
certification and 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 wetland Restoration Programs
must be rounded to one-quarter acre increments according to 15 2r .0503(b)
1.736 acres of Class W L wetlands
0.067 acres of riparian wetland
1.669 acres of non-riparian wetlands
One of the options you have available to satisfy the compensatory mitigation requirements is
through the payment of a fee to the Ecosystem Enhancement Program per NCAC 2R .0503. If you
choose this option, please sign this form and mail it to the Ecosystem Enhancement Program at the
address listed below. An invoice for the appropriate amount of payment will be sent to you upon
receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU
RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE
ECOSYSTEM ENHANCEMENT PROGRAM.
Signature Date
ECOSYSTEM ENHANCEMENT PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
APR-07-2004 04:29 PM HAL OWEN & ASSOC INC 910 893 3594 P.01
f ?
Fm
To: - J-ohc. Nor-
Fame ?/I -- `133 -
From: Kjr;SS?na a ?IQL.rcar.?,
Re: d a, Park 15C ? 2.
Hal Owen & Associates, Inc.
Soil & Environmental Scientists
266 Old Coats Road
PO Box 400
Lillington, NC 27546
Date: -J ; I O Phone: [phone]
CC: Fax: [phone]
Pages: 1, including cover Email: [e-mail]
[]Urgent ? As Requested For Review ? Please Comment
4Haeh ed i s -!fie Corre le f+Pr -Cror-n NC e:6 P
Showing marmu.,•l rrrfi9CL ion `the w; ll ctccep?-
r e-+ CkS ?. !34 Acres -Tvr R,'Parign (,,.)e-{ IctrdS
OAA 3. 14 -rDr J?on ` spa r, art cJ?-(la.?d s
To tol aare.,s
tjK cI? i s ff,? Prp p?s? im?oa c f - 'r 5 Prod e_
}Tease. C'af/ i c ou hgve- a,,) lies ??ans.

APR-7-2004 WED 16:26 TEL:[phone] NAME:DWQ-WETLANDS P. 1
APR-07-2004 04:30 PM HAL OWEN & ASSOC INC 910 893 3594 P.02
* DWQ KAP 919 733 5321 04/07 '04 12:39 x10.758 02/02
. 14" --VA -
NCDENR
Noah Carolina Department of Environment and Natural Resources
Michas F. 5aElay, Governor NAliiam G. Ross Jt.. Socrotary
April 7, 2004
November 18, 2003 Ct?le XECTED
Malmo B. Sowcgrnb
Hal Owen alt Auociatcs. Inc.
P.O. Box 400
Lillinoton, NC 2754,6
Subject: Project: Regency Park. Section 11
county: Onslow
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhaneemeat Pro sun (NCMP) Is willing to accept
payment for. wetland impacts mad aced with the subject project. Pleas now that. the decision by tho NCEP to accept the mltigatlon
ruiuiremrmta of tW ptoj= does not tlsauro that this payment will be approved by the U.S. Army Corps of Enginecrn and tho N.C.
Division of Watar Quality wedandsl4-01 Unit. It is the responsibility of the app:1c im to twuut;t these agencies to dtarrnine if
payment to the NCi: P for. impacts a vciatod with this project is appmpi-tw. Furthor, it is tho understanding of the NCESP that the
rules of the NC Coastal Resot mci; Comm ssion. as implemented by the Division of Coastal Management, allow mitigation for impacts
to coastal v4dands only for projects that will have public benefits, as detenninod by the DCK provided that this public benefits
clearly outweigh the adverso effects of the prc jcct, and funhar, that all reasonable means of impact avoiditow raid ininlmiration have
been lneorp mtod. into the projot's des(gn.
This accoptanco is valid for six months fYotn the date of this low. If we have not received a copy of the issued 404 Permitl401
Cer0cation within this time frame, this acceptance will expire.
Owd on the information supplied by you in a letter dated Noverut im 11, 2003, ttw wctlaad .restoration that 13 noco33cary to mtisfy tho
compensatory mitigetlotl roquiromonts for this project is summarized in the Following table. The maximam amount of mitlgatiett that
me KCEEP will acre t for is rp pct to alsq Indicated in this table.
$t rn
linear feet Riparian Wodmds Non-Riparian Wetlands
acTeft acres Riparian Buffer
:t
[ acts 0.067 1.669
i tl um 0,134 3.34
The a UrA ttfitigation wil). be provided as specified in the 401 water Quality CprT4c3tit.n and/or Section 404 permit for impacts
asaociated with the subjtet pmjcrt in Cataloging Unit 03030001 of the CaN Fear and White Oak ltivar Basin. The rnidgetion will be
pufolmt'd in wcord.Znra with the Morngmrdum of Understanding betwwri thr K C. Dcpart=- rit of Environment and Natural
Rpdources and the U.S. Arty Corps of lUtencors dautl.Novombor d. 1998.
If you haveany questions or need additional informa'ion, plxase conts.tCarol Shaw at [phone],
Sink y,
RoWd F, R=
Diructor of Operations
cc: Cyndi Karoly, Wetlands1401 Unit
Doug HuSpit, Division of Coastal Manngernent
lmdkr Frye, USACCIE-Wilmington
Noolle Lutheran, DWQ Regional Offtae-Wilmington
File
NO DENR Ecosystem Enhancement Program
4819 Mal Service Center, Raleigh, North Carolina 27699.1619
Phone: [phone] ! FAX: [phone] Integme:, hZ0.en%state.:1o ushvr;7r
Np°s?hcaro?3na
r1l?adura r!!
APR-7-2004 WED 16:26 TEL:[phone] NAME:DWQ-WETLANDS P. 2
imap://[e-mail]:143/fe...
4
Subject: Re: regency park project (03-0841)
From: Noelle Lutheran <[e-mail]>
Date: Fri, 02 Apr 2004 11:36:40 -0500
To: John Dorney <[e-mail]>
John,
Here is the last-on hold letter I sent them. Your office should have a copy of the
response. Due to the fact that they are proposing preservation of 0.36 acres on site
and 2:1 mitigation to the bank, I decided to give them a shot at preserving the
remaining wetlands (appears to be impossible, but we are covered with the mitigation
and I have grown tired of asking the question). Jennifer issued the 404 which did
not help. See filemaker for official comments that cover the total impacts and
mitigation.
I will be in the rest of the day! Noelle
John Dorney wrote:
okay i have looked over the file and need to talk to you before i can issue this
one. two basic questions - 1) won't the wetland on lot 46 dry up anyway once the
development occurs? why not just authorize it to be filled and mitigated? and 2)
speaking of mitigation. how much impact are they now proposing? are they
proposing any on site preservation (i guess they are) which would lower the EEP
requirement. please call me (919-733-9646) to discuss - i doubt these are
questions that can be addressed by email. thankx
Noelle Lutheran wrote:
Recommendation = Issue with 2:1 mitigation to EEP as proposed, and preservation on
remaining (although the COE has required the preservation). They have a SW
Permit. Please note that there are impacts to isolated and jurisdictional
wetlands proposed. I guess that is it. Thanks, Noelle
John Dorney wrote:
found the file (my inbox is now about half empty but it is only 11 am!). i think
the issue is whether we can issue the 401 for this isolated wetland impact. it
certainly seems to meet the general permit conditions for isolated wetlands but
then you have seen the site. apparently a NOV has been issued for the site but
that is often a separate issue but i can explictly condition the approval to
state that WiRO still needs to address their response to the NOV. please
advise. thankx
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1 of 1 4/3/04 10:42 AM
January 16, 2004
CERTIFIED MAIL: 70031010 0000 0032 3031
RETURN RECEIPT REQUESTED
Mr. John Koening
6432 Yadkin Road
Fayetteville, NC 28303
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Williamsburg Plantation
DWQ Project # 030841
Onslow County
Dear Mr. Koening:
This Office has reviewed your Pre Construction Notification application and is placing your
project on hold until we receive the following additional information:
1. Please clearly highlight the area of wetlands (0.36 acres) that are proposed to be protected
with restrictive covenants on the plans. Lot 46, 69, 70, 125, and 115 have jurisdictional
wetlands on them that are not proposed to be impacted. If these are the areas that you are
proposing to conserve, please describe how you plan to protect them in the future. The
restrictive covenant states that you cannot grade, cut or remove vegetation. Do you propose
to work around these areas?
2. Please show what two lots you removed to minimize impacts to wetlands?
3. Please demonstrate how the wetlands on lot 46, 69, 70, 115, and 125 will remain
jurisdictional after you cutoff the connection to adjacent wetlands. These areas must remain
connected or they will be considered to be additional impacts.
4. You state that the impervious acreage proposed is 56.7%. This implies that this is a high-
density project that requires engineered stormwater treatment. Have you applied for a State
Stormwater Permit? Please provide all drainage plans for this subdivision.
5. Please provide a copy of the acceptance letter from WRP for mitigation.
Please respond within three weeks of the date of this letter by sending a copy of the information
to Noelle Lutheran and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-
226, her phone number is [phone]. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn. If
you have any questions, please feel free to call me at [phone].
Sincerely,
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group
Jennifer Frye - Corps of Engineers Wilmington
Noelle Lutheran - WiRO
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P. 0. Box 400, 266 Old Coats Road
Lillington, NC 27546
Phone [phone] / Fax [phone]
E-mail: [e-mail]
3 February, 2004
Noelle Lutheran
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Reference: Williamsburg Plantation - Regency Park Section II
Onslow County, North Carolina WETLANDS 401 GROUP
DWQ Project # 030841; COE Action ID 200200602
FEB 0 6 2004
Dear Mrs. Lutheran, WATER QUALITY SECTION
We have received your letter dated 16 January 2004 requesting additional information about the
above referenced property. Enclosed for your use are a subdivision map showing the areas proposed to
be protected with restrictive covenants (Item 1 of your letter); an early version of the subdivision map
showing the two lots that were removed from this phase to minimize wetland impacts (Item 2); copies of
the stormwater permits and maps for Regency Park Sections I and II (Item 4); and a copy of the
acceptance letter from WRP (Item 5).
In Item 1 you requested that the wetland areas to be protected within the restrictive covenants be
clearly identified. I trust that the attached map is adequate for that purpose. In addition you expressed
concern that the wetland areas on Lots 46, 69, 70, 125, and 115 may not be adequately protected by the
restrictive covenants alone. The developer has indicated his awareness that these areas are to be avoided
and must be left in a natural state. He has indicated further that during construction these areas will be
roped off and/or protected with silt fences.
For Item 2 we have attached a preliminary subdivision plan from May 2003. This map shows
Lot 126 which has now been eliminated. Also note that there were eight lots at the terminal end of
Windham Lane south of Fawn Trail, and now only seven lots are proposed. Impacts to significant
wetland areas were avoided by these plan modifications.
With regard to Item 3 in your letter, the wetland area at Lot 46 is a slightly concave area at the
head of a drainageway that is fed by surface water from adjacent upland areas. The wetland area at Lot
115 and 125 is a slightly depressional area with wetland hydrology present due to run-on of surface
water during rainfall events. This closed depressional wetland area was determined to be jurisdictional
due to its proximity to the other jurisdictional feature of your concern at the back of lots 69 and 70,
however it does not have a surface outlet or hydrologic connection to any waters. The jurisdictional area
at the rear of Lots 69 and 70 has been partially channelized and is basically a roadside ditch for an old
logging road. This wetland is situated in a low-lying portion of the landform and will continue to
experience run-on of surface water. No pipe under Williamsburg Parkway is planned in the vicinity of
this small wetland area, and therefore the wetland hydrology will not be lost and this wetland area will
Soil Science Investigations 9 Wetland Delineations, Permitting, and Consulting
HAL OWEN & ASSOCIATES, INC.
continue to function as well in the future as it does at the present. The proposed subdivision roads are
planned with curbs and gutters, and therefore roadside ditches that might potentially drain or remove
wetland hydrology will not be present. Excess water from the streets will be collected in the stormwater
drainage system, but water removal from adjacent wetland areas is not anticipated. It is our belief that
these areas will continue to collect surface water, that wetland hydrology will not be removed, and that
they will continue to function as wetland areas.
Also, please reference the permit approval that was issued by Mrs. Jennifer Frye of the Corps of
Engineers (copy attached). According to special condition #2 of this permit, "all remaining
jurisdictional wetland areas located within Regency Park Section II ... to include those wetlands located
at the following Lots 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 62, 63, 69, 69, 70, 115, and 125 ... shall be
maintained in the natural or mitigated condition as stated in the restrictive covenant." This paragraph
indicates that the Corps of Engineers considers the wetland areas on Lots 46, 69, 70, 115, and 125 to be
jurisdictional and that they will remain as such after construction, even though they do not have a direct
hydrologic connection to navigable waters. Also, the wetland area on Lot 125 in its natural state does
not have a direct hydrologic connection to adjacent wetlands. In asserting jurisdiction over this closed
depression, the Corps has demonstrated that direct connectivity is not required to establish jurisdiction
over a functioning wetland.
As requested in Item 4, the approved Stormwater/ Erosion Control plans for Regency Park
Sections 1 and 2 are enclosed for your use.
A copy of the acceptance letter from W RP (now the Ecosystem Enhancement Program) is
attached as you requested in Item 5.
The developer is now aware that the isolated wetlands identified at the site are also under
regulatory authority by the Division of Water Quality. Activities that could potentially cause further
impacts to wetlands at the site have been terminated and are not scheduled to resume until such time as
all permitting activities are completed. The developer is aware of the wetland regulatory process and
has retained the services of Hal Owen & Associates, Inc., since 1997. In the earlier phases of this
development community, isolated wetlands were not regulated and permits were required only for
impacts to jurisdictional wetlands. However, this is the first time we have encountered isolated wetland
areas on this property, and prior to Regency Park Section 2 impacts to isolated wetlands do not appear to
have occurred. The isolated wetlands that have been impacted in the vicinity of Lots 82 and 108 were
small depressional areas without surface water outlets. Surface water accumulated in these closed
depressions that were interspersed in this very gently sloping landscape. In the early part of the growing
season, they experienced short-term inundation, and remained saturated to the surface for adequate
periods that the soils were reduced and wetland criteria were met. An extremely detailed soil
investigation was necessary to determine the perimeter of these areas, which did not stand out on the
landscape and were extremely difficult to visualize on the ground, especially by the untrained eye.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
*?
HAL OWEN & ASSOCIATES, INC.
After the Corps of Engineers visit to certify the wetland delineation, the isolated wetland areas
were identified on the certified map. However, it appears that the lines of communication between the
consultant and the developer relative to regulatory requirements for the isolated wetlands apparently
failed. The isolated wetlands in the vicinity of Lots 82 and 108 did not provide visual characteristics on
the ground that would easily indicate the presence of wetlands, and the need for regulatory involvement
was not understood by the developer. These wetland areas were inadvertently impacted prior to
notification. The developer is willing to mitigate for these wetland impacts as demonstrated by his
intent to pay money to the Ecosystem Enhancement Program. The developer is committed to adhere to
the terms of the permits and also to avoid future non-permitted activities. Due to the circumstances
surrounding this first time violation and his demonstrated intention to work within the regulations, the
developer and the consultant believe that civil penalties are not warranted in this matter.
We trust that this provides the information that your require and request that you allow the
approval of this permit. If you have any questions or need additional information, please contact us at
your convenience.
Sincerely,
CC: John Koenig
Cindi Karoly, NCDWQ 401 Wetlands/401 Unit
Jennifer Frye, USACE

Krissina B. Newcomb
Environmental Scientist III
9 ?
Hal Owen
Licensed Soil Scientist
Senior Environmental Scientist
Soil Science Investigations 9 Wetland Delineations, Permitting, and Consulting
vii: iai ?+ W_•?•+oFm r. ,u??c
W A rF
O?? 'QQG Michael F. Easley, Governor
William G. Ross Jr., Sxrct y
North Carolina Department of Environment and Natural Resources
\
r Alan W. Klimek, P. E. Director
:> i
17 DiOsicn of Water Quality
Coieen H. Sullins, Deputy Director
Division of Water Quality
January 16, 2004
CERTIFIED MAIL: 70031010 0000 0032 3031
RETURN RECEIPT REQUESTED
Mr. John Koening
6432 Yadkin Road
Fayetteville, NC 28303
Dear Kr. Kooning:
SUBJECT: PROTECT ON HOLD FOR
ADDITIONAL INFORMATION
Williamsburg Plantation
DWQ Project # 030841
Onslow• County
This Office has reviewed your Pre Construction Notificatior application and is placing your
project on hold until we receive tt.e following additional information:
Please clearly highlight the area of wetlands (0.36 acres) that are proposed to be protected with
restrictive covenants on the plans. Lot 46, 69, 70, 125, and 115 have jurisdictional wetlands
on enem that are not proposed to he impacted. If these are the areas that you are proposing to
conserve, please escribe how you plan to protcct them in the future. The rc?trictivc covenant
states that you cannot grade, cut or remove vegetation. Do you propose to work around these
areas:'
2. Please show what two lots you removed to minimize impacts to wetlands.
3. Please demonstrate how the wetlands on lot 46, 69. 70, 115, and 1251vill remain jurisdictional
after you cutoff the connection to adjacent wetlands. These artmrmnLrcm@iilIx-n-te J or
they will be considered to be additional impacts.
4. You state that the impervious ac:-caste proposed is 56.7%. This implies that this is a high-
density project that requires engineered stormwater treatment. Have you applied for a State
Stormwater Permit? Please provide all drainage plans for this subdivision.
5. Please provide a copy of the acceptance letter from WRP for mitigation.
6. Please'note that filling the isolated wetlands prior to securing a perrnit from the state is a
violation and may result in civil penalties. In addition, any work done in :he,:04 wetlands,
including grading, prior to securing a 401 Water Quality Certi :cation will result in additional
violations.
N. C. Division or'Natcr Q.:ality 127 Cardinal Drive Cx'v-sly!
Wilmington Regional Office Wilmington, NC 28405
(91=1) 395-3900 Cus:omer,crviae
(910) 35q_20C4 Fax [phone]
4' Ax.
tdCf
J?
UI,' u,-jt?Cpm r. vWa
Page Two
Mr. Koening
January 16, 2004
Please respond within three weeks of the date of this letter by sending a copy of the information to
Noelle Lutheran and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-226,
her phone number is [phone]. If we do not hear from you within three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as withdrawn. If you have any
questions, please feel free to call me at [phone].
Sincerely,
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group
Jennifer Frye - Corps of Engineers Wilmington
Noelle Lutheran - WiRO
V. G. Division of 1\'atcr Quality 127 Card;n.i! Urne Extension [phone] Customer Service
Wilmington Regicnal CNfia; Wilmiti.etun, NC 28445 (910) 350.2,.M4 Fax [phone] NNEW
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PRELIMINARY/GENEI
GRADING & DRAIN.
STORMWATER/EROSION C
«
REGENCY PARK
WILLIAMSBURG F
JACKSON-LE roWNSxi?
JOHN L. PIERCE & AS
4139 .gNN60N BLVD. `C
PHONE: [phone] DAM: 4
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JO9 / t FILE NAME:
_ GRAPHIC S1
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REMSD 11-27-02 REw
ell
Michael F. Easley, Governor
p PG William G. Ross Jr., Secretary
r -7 North Carolina Department of Environment and Natural Resources
r-
1 -i Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 26, 2003
Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
Subject: Stormwater Permit No. SW8 020919
Regency Park Section II
Williamsburg Plantation
High Density Subdivision Project
Onslow County
Dear Mr. Koenig:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Regency Park Section II, Williamsburg Plantation on August 18, 2003.
Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 020919, dated August 26, 2003, for the
construction of the project, Regency Park Section II, Williamsburg Plantation.
This permit shall be effective from the date of issuance until August 26, 2013, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sincerely,

Rick Shiver
Water Q
19 auug03 uality Regional Supervisor
RSS/:arl S:\WQS\STORMWAT\PERMIT\02 9
cc: Dave Newsom, P.E., John Pierce and Associates
Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENR
State Stormwater Management Systems
DIVISION OF WATER QUALITY Permit No. SW8 020919
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
River Basin / Receiving Stream:
Index #:
Classification of Water Body:
Regency Park Section II
Williamsburg Plantation
SW8 020919
Onslow County
Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
August 18, 2003
White Oak / UT New River
WOK02 19-(1)
"C NSW"
Design Storm:
Drainage Area, acres:
Onsite:
Offsite:
Total Impervious Surfaces, ft2:
Lots at 3,000 ft2:
Roads/Parking, ft2:
Other, ft2:
Offsite, ft
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
1.0"
23.17
23.17
0
571,900
208,500
331,200
32,200
0
6.0
19.00
33,000 @Permanent Pool
48,164
20.39
3.0" ? pipe (draw down in 2-5 days)
3
State Stormwater Management Systems
II. SCHEDULE OF COMPLIANCE Permit No. SW8 020919
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built-upon area. Once the lot transfer is complete, the built-upbn area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built-upon area limit is transferred to the individual property owner.
3. If an Architectural Review Committee (ARC) is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built-upon area. Any approvals given by the ARC do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
7. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
5
State Stormwater Management Systems
Pe. mit No. SVA18 020919
4. Decorative spray fountains will not be allowed in the stormwater treatment
system
15. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
10. Prior to transfer of the permit, the stormwater facilities must be inspected by
DWQ personnel, and determined to be in compliance with all permit conditions.
Any items not in compliance must be repaired or replaced to design condition
prior to the transfer. Records of maintenance activities performed to date will be
required.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must bear the signature of the Permittee, the deed book number and page,
and stamp/signature of the Register of Deeds.
18. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event there is a desire for the facilities to change ownership, or there is a
name change of the Permittee, a "Name/Ownership Change Form" must be
submitted to the Division of Water Quality accompanied by appropriate
documentation from the parties involved, including, but not limited to, a deed of
trust, recorded deed restrictions, Designer's Certification and a signed Operation
and Maintenance plan. The project must be in good standing with DWQ. The
approval of this request will be considered on its merits and may or may not be
approved.
2. The permittee is responsible for compliance with the terms and conditions of this
permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.

State Stormwater Management Systems
Permit No. SW8 020919
Regency Park Section II, Williamsburg Plantation Page 1 of 2
Stormwater Permit No. SW8 020919
Onslow County
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Sianature
Registration Number
Date
SEAL
9
• •.• ?a•• rll\a4
Department of Environment and Natural Resources
Division of NN ater Quality
`,Wilmington Regional Office
Michael F. Easley, Governor
William G. I:oss. Jr., Secretary
March :'7 2001
Mr. John Koenig,
6200 Ramsey Street
Fayetteville, NC 28311
NORTH CAROLINA ?EPAR7MEN7 O?
ENVIRONMEN7 AND NATURAL RE50URCE=
Subject: Permit No. SWS 001114
Regency Parl;. Section ] illiarrisbur?? Plantation
High Density Subdivision Stormwater Project
Dear Mr. 11"oeni: Onslow County
The W'ilmin1ton Regional Office received a complete Storrwater Manai-,ement Permit Application frn Fegency
Park. Section 1 ;u V? illiamsburg Plantation on March 26. 2001. Staff review of the plans and specifications has
determined that the project, as proposed. will comply \N!it11 the Storm??later Regulations set forth in Title 15A NCAC
2H.1000. We are fonvardino Permit No. S A,'g 00111 4, dated March 27. 2001, for the construction of the project.
ReLency Park. Section 1 ),Williamsbur Plantation.
This permit shall be effective from the date of issuance until March 27, 2011. and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management
system -will result in future compliance problems.
If any parts. requirements. or limitations contained in this permit are unacceptable, you have the right to request an
adjudicator.' hearin upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a NN'ritten petition, conforming to Chapter 150B of the North Carolina General Statutes. and filed
with the Office of Administrative Hearings, P.O. Drawer?7447. Raleigh. NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me
at [phone]. `
Sincerely.
Rick Shiver
Water Quality Re__'ional Supervisor
RSS/:arl S:`,WQS`ISTOR1\4WAT\PERMIT\001114.MAR
cc: Dave Newsom. P.E.
Mitchell Parker. Onslow County Inspections
Linda Lewis
W*ilm1nL,ton Regional Office
Central Files
127 Cardinal Dr. Eat., Wilmington, North Carolina 2840; Telephone [phone] F.4X 910-350-2004
An Equal opportunity Affirmative Action Employer 50' b rccyc1ed/10°„ p091-consumer paper
State Storm%vater Mana``en]ent S\stem]-
Permit No. SNN'8 001 114
DIVISION OF NVATER QUALITY
PROJECT DATA SHEET
Re?Z' .' }'ark, Section I uA illiamsburo Plantation
,..
Pel-1]]11 ?\ulmbel-:
S«'8 001114
LOCaLIC'i]:
Onslow Coulit1'
Ap}7)1Ccilt:
Mr. John Koenig
MailinL Address:
6200 Ramsey Street
Fayetteville, NC 29311
Application Date:
March 26, 20()1
Name of Receiving Stream / Index r:
New River /WHO 19-1
Classification of Water Body: "

?
C NSW"
If Class SA. chloride sampling results :
n/a
Design Storm:
111
Pond Depth, feet:
6
Permanent Pool Elevation
FNISL:
, 19.6
DrainaLIe Area, acres:
Total Impervious Surfaces
fi=:
,
3-' lots at 3.000 fF ft=: 0 2
Roads/Parkin(T
fi' 96.0
96.000
,
Future lots. streets ? Sidewalks 8 7. 72 5)
, fF 18800.67
1,676
Offsite Area enteriih, Pond
ft=:
, 16,771 fi=, per Engineer (existing Williamsburg Parl:way)
Required Surface Area
ft=:
, .'1.170
Provided Surface Area
ft':
, l?OU
Required Storable Volume
ft;:
, 34.806
Provided Storage Volume
ft':
, 35.000
Temporary Storage Elevation. FN4SL:
.13
Conirolllnz(l Orific;.:
?„a] pipe .

State StorniNvater Management Systems
Permit No. SW8 001114
1 ;. Prior to transfer of the permit, the pond must be inspected by DWQ personnel, and determined to he in
compliance with all permit conditions. Any items not in compliance must be repaired or replaced to desiOll
:ondition prior to the transfer. Records of maintenance activities performed to date will be required.
14. The pcrmittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including ; but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure. orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
15. Records of maintenance activities must be kept and made available upon request to authorized personnel
of takenThe records will indicate the date. activi
were re ial: ty, name of person performing the work and what actions
.
16. Prior to the sale of any lot, deed restrictions must be recorded which limit the built-upon area per lot to the
amount as shown on the Project Data Sheet. per Section 1. Part 2. The recorded statements must follow the
form:
a. "The maximum built-upon area per lot is 3,000 square feet. This allotted amount includes any built-
upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited
to, structures. asphalt, concrete, gravel. brick, stone. slate, coquina and parking areas, but does not
include raised, open wood decking. or the water surface of swimming pools."
b. "The covenants pertaining to stormwater regulations may not be chan-Ted or deleted without
concurrence of the State."
"Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State."
"Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built-upon area due to CAMA regulations."
e. "All runoff on the lot must drain into the permitted system. This may be accomplished through
providing roof drain gutters which drain to the street, grading the lot to drain toward the street, or
*rading perimeter swales and directing them into the pond or street. Lots that naturally drain into the
svstem are not required to provide these measures."
17. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat. and prior to selling lots. The recorded copy must bear the signature of the Permittee. the
deed boot: number and page. and stamp; signature of the Register of Deeds.
18. This permit shall become voidable unless the facilities are constructed in accordance xvith the conditions of
this permit. the approved plans and specifications. and other supporting data.
5
State Stornmater Management Systems
Permit No. S%V% 001114
ReUcncv Park, Section 1 OWilliamsburg Plantation
Stormv.atcr Permit No. SW8 001114
Onslov. County
Designer's Certification
Pa--c l of -'
1' as a duly registered
the State of North Carolina, having been aut
the pro•Iect horized to observe (periodical IY'%Veekly/full time) the construction of
,
(Proiect)
for dili (Proiect Owner) hereby state that, to the best ofnivabilities, due care
and ? ence was used in the observation of the project construction such that the construction N-vas observed to be
built wilhin substantial compliance and intent of the approved plans and specifications.
The checklist of items on page ? of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Sigmature
Re-,istration NLu>>ber
Date
SEAL
7
d j Date Received I Fee Paid j Pe.-rut Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STOR_MWATER NL42NAGEMENT PERMIT APPLICATION FORM
Tas fors may be pnotocopiec for use as an original
I. GENERAL INFORMATION
1. 4 oplicants name (specify the name of the corporation, individual, etc. who owns the project):
John Koenig
Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John Koenia, Owner
Mailing Address for person listed in item 2 above:
6200 Ramsey S rP--t.
City Fa vptt nv i 1 l A State: NC lip: 28311
Telephone Number: ( 910 1 488-1976 .
4. Project Name (subdivision, facility, or establishment name -should be consistent with Project name on
plans, spedfications, letters, operation and maintenance agreements, etc.):
Regency Park Sectio;i I of Williamsburg Plantation
5. Location of Project (street address):
Williamrhitrn plan+atinn (n=T Wj]1iamShUYg Parkway)
Civ: lark?nnvi l In
County. Onslow
o. D rections to project (from nearestmaiorintersection):
South of intersection of Williamsburg Parkway & Gum Branch Road (NCSR 1308)
7. Latitude: 34°47' 36" Longitude: 77°26' S6" ofproject t
S. Contact person who can answer questions about the project.
Name: Day i d K. Newsom. John I_ _ Pi orrc & Telephone Number- ( 910 ) 246- R00
Associates P.A.
T. PEr= INF0 iATION.
1. Specify whether project is (check one): X_New Renewal
ivlodification
onn S'W -101 Version 3.99 Page I of 4
On;y complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
orovided next to each item..
• Original and one copy of the Stormwater Manama=...^i p Initials
Pe_-mi« , ? plication corm
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of 55-20 (payable to NCDENR)
• Detailed narrative description of stormwate.* t:-eatment/manage-went
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number d: date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGF-N-Z' ALTHORIZATION
If you wish to designate authority to another individual or firm. so that they may provide information on your
behalf, please complete this section.
Designated agent(individual orfi=): John L. Pierce & Associates, P.A.
Mailing Address: P. 0. Box 1685
City Jacksonville
Phone: ( 910 ) 346-MOO
VIII. APPLIC NT'S CER=CA TION
Stag: NC ?iv: 28540
Fax ( 91 fl 1 ?4n-1210
I, (print or type name of persor: listed in General Information, item 2) John Vnnn i o
certify that the information included on this pemut application form is, to the best of my lmowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and proteci;ve covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 1H .1000. ?? - -
Signature:
i - Dat -
or= SWU-101 Version :.99 Paec 4 of 4
When usin.- the Division SA/DA tables, the correct SAM A ratio for permanent pool sizing should be computed based upon the
actual impervious Sc and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the we, detention b2cin is designed to provide
907c TSS removal. The NCDENR BlvT manual provides design tables for both 855(,7c TSS removal and 905c TSS removal.
H. REQUIRED ITE-NIS CHECELIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment. Health and Natural Resources. February 1999) and Administrative Code
Section: 15 A NCAC 2H. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
??,??'? b. The forebav volume is approximately equal to 2070 of the basin volume.
c. The temporary pool controls runoff from the design storm event.
I i'/ .(n l d. The temporary pool draws down in 2 to 6 days.
U e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
?/? •! f. The basin length to width ratio is greater than 3.1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
li h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
'-? j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way. `
1. If the basin is used for sediment and erosion control during consLLucdon, clean out of the
basin is specified prior to use as a wet detention basin.
f! m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. TA TT DETER i7ON B ASD OPER4TIO1N' A-N'-D AGREEMENT
T fie wet detenrion basin System is drrined as tine wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check: one) . 0 does s, does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does )?'does not incorporate pretreatment other than, a forebav.
'orr S A"U-10. Rev 3.99 Pa,&A 2 or -
I acl:nowledze and agree by my sicnat= below that I am responsible for Lie pe.ormance of the ;even
maintenance procedures listed above. i acre- to notify DWQ of anv probje:ns wiu, the system or
prior to _ y
chances to the s; 'stem or responsible p2'ty. -
Pint name: John Koenig
Title
Address: 6200 Ramsey Szr-??t, Fayetteville. NC 2F,311
Phone: [phone]
Si,-,nature: =-
Date: ! j -? - -
Note: The legally responsible pa-Tv should net be a bomeowoe, association unless more than 5-0)17c c o: the lots ti2ve been sold and
a..sidenr of the subdivision has been -.amed the president
I. _/-?!.h,2 L' E S L 2- a Notary Public for ti7e State of cix, O<i-v'.
County of do hereby ce =?- that
personally appeared before me this a day of ,; . and 3cltnewledi-,e the due
execution of the forgoing- wet detention basil" maintenance re:Ouirements_ Wimess my hand and o":t-Iciai seal.
r, ,.<trk?? f?l1?,RYPJ8.'JC•?itfHC?ii(Y..Etlt
r, ;' ?? costIIa.
SA

IV Commission exi), eS
= orn Ski;-102 Rev -.99 P22t -, of 4
You may request a copy of the 25 page map set
detailing the stormwater/ erosion control plan
for Regency Park Sections I and II from
R coP5
John L. Pierce & Associates, PA
409 Johnson Blvd.
Jacksonville, NC 28540
910-346-9800
1??a? led
Aire
ow
'ate
K- `
Page 5 of 12
ILF-IWA
74 1, :'fir
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
November 18, 2003
Krissina B. Newcomb
Hal Owen & Associates, Inc.
P.O. Box 400
Lillington, NC 27546
Subject: Project: Regency Park, Section II
County: Onslow
William G. Ross Jr., Secretary
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for wetland impacts associated with the subject project. Please note that the decision by the NCEEP to accept the mitigation
requirements of this project does not assure that this payment will be approved by the U.S. Army Corps of Engineers and the N.C.
Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to contact these agencies to determine if
payment to the NCEEP for impacts associated with this project is appropriate. Further, it is the understanding of the NCEEP that the
rules of the NC Coastal Resources Commission, as implemented by the Division of Coastal Management, allow mitigation for impacts
to coastal wetlands only for projects that will have public benefits, as determined by the DCM, provided that the public benefits
clearly outweigh the adverse effects of the project, and further, that all reasonable means of impact avoidance and minimization have
been incorporated into the project's design.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 Permit/401
Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated November 11, 2003, the wetland restoration that is necessary to satisfy the
compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of mitigation that
the NCEEP will accept for this project is also indicated in this table.
Stream
(linear feet) Riparian Wetlands
(acres) Non-Riparian Wetlands
(acres) Riparian Buffer
(ft2)
Impacts 0.067 1.669
Mitigation Maximum 0.134 2.338
The wetland mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for impacts
associated with the subject project in Cataloging Unit 03030001 of the Cape Fear and White Oak River Basin. The mitigation will be
performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural
Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
y,
Si70011A
Ronald E. Ferrell,
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Doug Huggett, Division of Coastal Management
Jennifer Frye, USACOE-Wilmington
Noelle Lutheran, DWQ Regional Office-Wilmington
File
iC DENR Ecosystem Enhancement Program One
161; Mail Service Center, Raleigh, North Carolina 27699-1619 NorthCarofina
Phone: [phone] ; FAX: [phone] Internet: h2o.enr.state.nc.usiwrp/ Ammally
U.S. ARMY CORPS OF ENGINEERS
. WILMINGTON DISTRICT
Action Id.: 700200602 County: Onslow Quad: Jacksonville North
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
Consultant: Mr. Hal Owen
Hal Owen & Assoc., Inc.
PO Box 400, 266 Old Coats Rd
Lillington, NC 27546
Telephone No: 910-864-1978
910-893-8743
Size and Location of project (water body, road name/number, town. etc.): The approximately 41.81 acre tract is
located along the west side of Williamsburg Parkway, adjacent to Regency Park Section I, in the Williamsburg
Plantation development, in wetlands and unnamed tributaries to and adjacent to the New River, in Jacksonville,
Onslow County, North Carolina.
Description of Activity: Regency Park Section II, a residential subdivision, includes the excavation and
placement of fill material into 0.497 acres of jurisdictional wetlands (0.067 acres of riparian wetland and 0.43
acres of non-riparian) associated with the construction of road crossings and lot fill as follows:
Area #1, 0.061 acres of riparian wetland fill for a cul-de-sac at southwest corner of property (at lots 42-46);
Area #2, 245 square feet of riparian wetland fill for lot fill on Lot #47;
Area #3, 0.069 acres of non-riparian wetland fill for a road crossing and lot fill for Lots 60, 61, and 62;
Area #4, 0.287 acres of non-riparian wetland fill for a road crossing and lot till for Lots 69, 70, 71; and
Area #5, 0.074 acres of non-riparian wetland fill for a road crossing (Williamsburg Parkway).
Applicable Law: -.X- Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: NATIONWIDF PERMIT NUMBER 39:
RESIDENTIAL. COMMFRICIAI , AND INSTITUTIONAL DFVF.LOP,,*yIFNTS
See attached for terms and conditions of this Nationwide Permit
1. The permittee shall make payment to the North Carolina Wetlands Restoration Program (NCWRP)
in an amount determined by NCWRP, sufficient to perform 0.134 acres of riparian wetland restoration and
0.86 acres of non-riparian restoration in the White Oak River Basin (Hydrologic Unit 03030001).
Construction within wetlands shall begin only after the permittee has made full payment to the NCWRP, and
the NCWRP has provided written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliance with the Memorandum of Understanding between the North
Carolina Department of Environment and Natural Resources and the United States Army Corps of
Engineers, Wilmington District, dated November 4, 1998.
2. In developing the property, all remaining jurisdictional wetland areas located within Regency Park
Section II as shown on the Preliminary/General Plan dated March 11, 2002 and revised July 22, 2003, to
include those wetlands located at the following Lots 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 62, 63, 69, 70, 115,
and 125, and as depicted on the survey plat dated January 28, 2002 and verified by our office on March 29,
2002, shall be maintained in the natural or mitigated condition as stated in the restrictive covenant. No
person or entity shall fill, grade, excavate, or perform any other land disturbing activities; nor construct any

structures, nor allow animal grazing or watering or any other agricultural use on such conservation areas.
The master declaration of covenants and restrictions within Regency Park Section II, see attached
draft "Restrictive Covenants, Section IIB, Regency Park of Williamsburg Plantation", detailing property
control on further wetland disturbance, must be executed and recorded with Onslow County Register of
Deeds within 6 months of this Permit Issuance or prior to the selling or developing the property, which ever
occurs first. This record must include the subdivision plan and our verified wetland survey depicting the
location of all waters and wetlands within the boundary of the subdivision. Please make certain that the
Restrictive Covenants to be recorded makes reference to both the verified wetland delineation map of
January 28, 2002, verified March 29, 2002 and Subdivision Plan of March 11, 2003, revised July 22, 2003.
The permittee shall provide the Corps with a copy of the recorded restrictive covenants as soon as possible.
The master declaration relating to wetlands cannot be amended or modified without the express
written consent of the U.S. Army Corps of Engineeers, Wilmington District.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NW P) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Department of Environment and Natural Resources, Division of Water Quality, telephone
[phone]. For any activity within the twenty coastal counties, before beginning work you must contact the N.C.
Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of
the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the pemiittee of the responsibility to obtain any
other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local
agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of t;.,- General Permit or Nationwide
Permit, please contact the Corps Regulatory Official specified below.
Date: October 29. 2003
Corps Regulatory Official: Jenuifer S. L?Telephone No.: [phone]
Expiration Date of Verification: Ortoher 29- S
\J U
CESAW Form 591
Revised July 1995
cc: Noelle Lutheran, NCDENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Carol Shaw, NCWRP, 1619 Mail Service Center, Raleigh, NC 27699-1619
Cyndi Karoly, NCDENR-DWQ Wetlands-401 Unit, 2321 Crabtree Blvd., Parkview Bldg, Raleigh, NC 27604
imap://john.dorney%40dwq.denr.ncmail.net @ cros.ncmail.net:1,
Subject: Re: regency park project (03-0841)
From: Noelle Lutheran <[e-mail]>
Date: Mon, 22 Mar 2004 13:20:59 -0500
To: John Dorney <[e-mail]>
Recommendation = Issue with 2:1 mitigation to EEP as proposed, and preservation on
remaining (although the COE has required the preservation). They have a SW Permit.
Please note that there are impacts to isolated and jurisdictional wetlands proposed.
I guess that is it. Thanks, Noelle
John Dorney wrote:
found the file (my inbox is now about half empty but it is only 11 am!). i think
the issue is whether we can issue the 401 for this isolated wetland impact. it
certainly seems to meet the general permit conditions for isolated wetlands but
then you have seen the site. apparently a NOV has been issued for the site but that
is often a separate issue but i can explictly condition the approval to state that
WiRO still needs to address their response to the NOV. please advise. thankx
-2
= 3, 7 Z
w? aC
rt 0, 13q a
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1 of 1 3/22/04 2:19 PTJ
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P. 0. Box 400, 266 Old Coats Road
Lillington, NC 27546
Phone [phone] / Fax [phone]
E-mail: [e-mail]
10 February, 2004
Rick Shiver WETLANDS 1401 GROUP
NC Division of Water Quality
Wilmington Regional Office FEB 13 2004
127 Cardinal Drive Extension
Wilmington, NC 28405 WAMR QUALITY SECTION
Reference: Williamsburg Plantation - Regency Park Section II
Onslow County, North Carolina
DWQ Project # 030841; COE Action ID 200200602
Dear Mr. Shiver,
We have received your letter dated 29 January 2004 regarding the wetland standard violation and
failure to secure a permit for wetland fill at the above referenced property. This correspondence is in
response to that letter and provides some background information about the development and the
responsible way that the developer has conducted business in the past. Impacts to isolated wetlands
have inadvertently occurred at Regency Park due to this being the first time the development has
encountered "isolated" wetlands and the need to obtain permits prior to impacts was not fully
understood. Mr. Koenig has a demonstrated tract record for conforming to the regulations and obtaining
permits when required. It is his desire to mitigate these impacts to isolated wetlands and avoid
enforcement actions in regard to the violations that have occurred at this property
Regency Park is a portion of Williamsburg Plantation, which is a large residential community
containing several independently functioning subdivisions. The developer hired Hal Owen &
Associates, Inc., in 1997 to provide wetland delineations and consultation about wetland issues at
Williamsburg Plantation. Development of earlier subdivisions in this community, Hyde Park and
Richmond Park, successfully avoided significant wetland areas and permits were secured for the few
minor impacts that were unavoidable. As I am sure that you know, prior to the SWANCC court decision
in January 2001, wetland regulation in North Carolina focussed only on jurisdictional wetlands (which
by USACE policy included all wetlands), and the issue of isolation was not a factor. In 2001 a wetland
delineation was conducted for Regency Park Section 2, and for the first time isolated wetland areas were
identified on this property. Since that time the development of Regency Park continued in the upland
portion of the property, and not recognizing the need for a permit, also continued in the isolated wetland
areas that have been filled and built upon. It appears that during this process the lines of communication
failed between the consultant and the developer relative to regulatory requirements for the isolated
wetlands. The need for regulatory involvement relative to isolated wetlands was not realized and
incorporated into the development plans.
Soil Science Inve'tigations • Welland Delinealion" PernlllUng, and Consulting
HAL OWEN & ASSOCIATES, INC.
At the time that a permit was needed for impacts to jurisdictional wetlands, the developer
contacted Hal Owen & Associates, Inc. to prepare the application and act as his representative in the
permitting process. We provide wetland consultations on many projects, and since years had past since
the delineation, we did not recall the existence of the isolated wetlands or recognize that unauthorized
impacts had already occurred. As is standard practice, a permit application was submitted to the US
Army Corps of Engineers for proposed impacts to the jurisdictional wetlands and a carbon copy was
forwarded to DWQ.
The impacted isolated wetland areas (located in the vicinity of Lots 82 and 108) did not provide
visual characteristics on the ground that would easily indicate the presence of wetlands. In the early part
of the growing season, these depressional areas experienced short-term inundation, and remained
saturated to near the surface for adequate periods that the soils were reduced and wetland criteria were
met. An extremely detailed soil investigation was necessary to determine the perimeter of these
indistinct depressional areas, which did not stand out on the landscape and were extremely difficult to
visualize on the ground, especially by the untrained eye. Work continued within the upland portions of
the project and the isolated wetland depressions situated within the uplands were not visual features that
stood out as significantly different from the surrounding landscape. With similar vegetation and
topography and only short periods of occasional inundation, these subtle depressions provided little
evidence to indicate the presence of wetlands except to a trained wetland professional.
The developer has voluntarily ceased all further activity within the isolated wetlands and is
avoiding the jurisdictional wetlands until the appropriate wetland permits can be secured. All requests
by DWQ for additional information have been met quickly and honestly, and the permit application has
been appropriately revised to correct this oversight. The developer has demonstrated his willingness to
mitigate for these wetland impacts by protecting the undisturbed wetlands in this subdivision and
payment to the Ecosystem Enhancement Program. He is committed to adhere to the terms of the permits
and also to avoid future non-permitted activities. The developer has endeavored to meet wetland
regulatory requirements for each development within Williamsburg Plantation by obtaining accurate
wetland delineations and securing the appropriate permits for unavoidable impacts. Due to the
circumstances surrounding this first time violation and his demonstrated intention to work within the
regulations, the developer and the consultant believe that civil penalties are not warranted in this matter.
Sincerely,
/ ow--
Hal Owen
Licensed Soil Scientist
Senior Environmental Scientist
CC: John Koenig
Noelle Lutheran, NCDWQ - Wilmington
Cyndi Karoly, NCDWQ 401 Wetlands/401 Unit
Jennifer Frye, USACE
Soil Science Investigations 9 Wetland Ielineations, Permitting, and Consulting

WQ403-ow
WETLANDS/ 401 GROUP
FEB 0 9 2004
WATER QUALITY SECTION
* Prudential
John Koenig, REALTORS
GENERALACCOUNT
6432 YADKIN ROAD, FAYETTEVILLE, NC 28303
PHONE: [phone]
EIGHTY NINE DOLLARS AND 04 CENTS
BUT BANK
FAYETTEVILLE, NC
DATE CHECK NO.
090910
053-101
121
CHECK AMOUNT
02/04/04 090910 ********89.04
PRUDENTIA JOHN K G, REALTORS
PAY FREEDOM ENC
TO THE Payment Process. Ctr
ORDER PO Box 3003
OF
JACKSONVILLE., NC 28541
1180909 LOul i:O 5 3 LOLL 20:S2 L 70 i 4 74 5u.
VENDOR NO. VENDOR NAME
JOHN KOENIG, REALTORS
6432 YADKIN ROAD, FAYETTEVILLE, NC 28303
PHONE: [phone] 010508 FREEDOM E N C
D SIGNATURE
• •
REFERENCE

NIZ • •

• • •

AMOUNT
ransac im
02/04/04 n c escrYp ion
10508
CHECK NO - R ? M
89.04
• GROSS
.00
TOTAL DEDUCTIONS
89.04
CHECK AMOUNT
.
malIed 210I014-
f OF NAr?9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
0 QGy North Carolina Department of Environment and Natural Resources
>` r
d Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 30, 2004
DWQ # 03-0841
Onslow County
REQUEST FOR PAYMENT OF A PUBLIC NOTICE
John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
Subject Property: Williamsburg Plantation, Regency Park, Section II
Dear Mr. Koenig:
Attached herein is an invoice received from the Freedom ENC Communications of Jacksonville, NC
requesting payment in the amount of $89.04, for legal advertising. The newspaper published a Public
Notice for an application for an Isolated Wetlands Permit for the proposed Regency Park, Section H in
Onslow County.
Please note that in accordance with 15A NCAC 2H .1303(1), an applicant for an Isolated Wetlands
Rules Permit shall pay to the department the costs of advertising public notices required by 15A NCAC
2H .1303 of the Isolated Wetland Rules. Please remit vayment in the amount of $89.04 to Freedom
ENC Communications and forward a copy of the payment to the Division of Water Quality at 2321
Crabtree Boulevard, Suite, 250, Raleigh, NC 27604 and refer to the DWQ # listed above.
Please be aware that an Isolated Wetland Permit for this project will not be issued until payment has
been made for the attached Public Notice. If you have any questions please contact me at 919-733-
9646.
Sincerely,
John Dorney
401 Water Quality Certification Program
cc: Central Files
File Copy
Hal Owen, Hal Owen & Associates, Post Office Box 400, Lillington, NC 27546
i'N"A
` A-I
4CUEP 1
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands

Classified
Advertising
Invoice
N.C. DIVISION OF WATER QUALITY
ATTN: JOHN DORNEY
WATER QUALITY SECTION
2321 CRABTREE BOULEVARD
RALEIGH, NC 27604
Freedom ENC Communications
PO Box 3003
Jacksonville, NC 28541
Phone: [phone]
Fax: [phone]
50
Cust#: 07102227-000
Phone: [phone]
Date: 01/28/04
Due Date: 02/27/04
Ad# Text Start Stop Days Amount Prepaid Due
07520013-001
f, . Re: John Koenig 01/28/04 01/28/04 2 89.04 0.00 89.04
WE77 ANDS 1401 c7ROV ,
JAN 3 0 2004
WATE, R QUALI-Ty 8,6010
:Pay within 7 days deduct $2. Include customer number on check. Please do not staple
Please return a copy with payment Total Due 89.04
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Cyndi Karoly
N.C. Department of Environment
Department of Inlater 0 Ial i y-Wetl ands Unit
2321 Crabtree Blvd. Parkview Building
Raleigh, NC 2/604
WE ARE SENDING YOU
? DRAWINGS
? COPY OF LETTER
? ATTACHED
? PRINTS
? CHANGE ORDER
letter of transmittal
DATE JOB NO.
February 2, 2004
ATTENTION
Cyndi Karol
RE:
Regency Park of Williamsburg Plantation
Dosi6v) ct,
03 - O'Z't 1
? UNDER SEPARATE COVER VIA
? PLANS ? SAMPLES
THE FOLLOWING ITEMS:
? SPECIFICATIONS
COPIES DATE NUMBER DESCRIPTION
1 Set of plans
1 Approval letter from Stormwater 'For
Section I a, TI
-

WF
TLIZ) . ins rR
FE
1UU4
UAL

THESE ARE TRANSMITTED as checked below:
? For approval
? For your use
? As requested
? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? For review and comment
0 For bids due
REMARKS
North Carolina
bepal'tment of Environment and Natural Resources
Division of Water Quality WETLANDS/401 rR0UP
Wilmington Regional Office FEB 0 4 2004
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
WATER QUALIIY SECTION
March 27 2001
Mr. John Koenig
6200 Ramsey Street
Fayetteville, NC 28311
Dear Mr. Koenig:
rY`
7iLA?
RCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW8 001114
Regency Park, Section I Williamsburg Plantation
High Density Subdivision Stormwater Project
Onslow County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Regency
Park, Section I @Williamsburg Plantation on March 26, 2001. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 001114, dated March 27, 2001, for the construction of the project,
Regency Park, Section I @Williamsburg Plantation.
This permit shall be effective from the date of issuance until March 27, 2011, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management
system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 276 1 1-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me
at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:\WQS\STORMWAT\PERMIT\00 111 4.MAR
cc: Da dRED>som P E v
Mitchell Parker, Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 25405 Telephone [phone] FAX 9I0-350-2004
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
State Stormwater Managemeni Systei;ls
Permit No. SWS 001114
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amend
other applicable Laws, Rules, and Regulations ed, and
PERMISSION IS HEREBY GRANTED TO
Mr. John Koenig, Owner
Regency Park, Section 1 @91'illiamsburg Plantation
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules' and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water and considered a part of this permit. Quality
This permit shall be effective from the date of issuance until March 27, 2011 and shall
specified conditions and limitations: be subject to the following
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in th
application and other supporting data. e
?• This stormwater system has been approved for the management of stormwater runoff as described o a
3 of this permit, the Project Data Sheet. The subdivision is permitted for 32 lots, each allowed "'000 ft'
square feet of built-upon area.
J. Approved plans and specifications for this project are incorporated by reference and are enforceable arts
of the permit. p
4. This pond treats runoff from future areas. Those future areas must apply for and receive
stormwater permit prior to any development. an offsite
2
State Stormwater Management Systems
Permit No. SW8 001114
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: Regency Park, Section I @Williamsburg Plantation
Permit Number: SW8 001114
Location: Onslow County
Applicant: Mr. John Koenig
Mailing Address: 6200 Ramsey Street
Fayetteville, NC 28311
Application Date: March 26, 2001
Name of Receiving Stream / Index 4: New River/ WHO 19-1
Classification of Water Body: "C NSW"
If Class SA, chloride sampling results: n/a
Design Storm: 1
Pond Depth, feet: 6
Pen-nanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft2:
32 lots at 3,000 ft2 ft2:
Roads/Parking, ft2
Future lots, streets & Sidewalks, ft2
Offsite Area entering Pond, ft':
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling Orifice:
19.6
26.27
400,512
96,000
87,725
180,676
16,771 ft2, per Engineer (existing Williamsburg Parkway)
21,170
21,200
34,806
35,000
21.13
2"? pipe
3
State Stormwater Management Systeins
Permit No. SW8 0011 14
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales) shown
on the approved plans as part of the stonnwater management system without submitting a revision to the
permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for the entire lot, including
driveways and sidewalks, does not exceed the allowable built-upon area. Once the lot transfer is complete,
the built-upon area may not be revised without approval from the Division of Water Quality, and
responsibility for meeting the built-upon area limit is transferred to the individual property owner.
I If an Architectural Review Committee (ARC) is required to review plans for compliance with the BUA
limit, the plans reviewed must include sidewalks and driveways. Any approvals given by the ARC do not
relieve the homeowner of the responsibility to maintain compliance with the permitted BUA limit.
4. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
5. The Director may deterniine that other revisions to the project should require a modification to the permit.
6. The Director may notify the permittee when the pernitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
7. The stonnwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built-upon surface.
8. During constr uction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting docwnentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
10. Decorative spray fountains will not be allowed in the stormwater treatment system.
I ] . If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior
to operation as a stormwater treatment device, and prior to occupancy of the facility.
12. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
Ruidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
4
State Stormwater Management Systems
Permit No. SW8 001114
13. Prior to transfer of the permit, the pond must be inspected by DWQ personnel, and determined to be in
compliance with all permit conditions. Any items not in compliance must be repaired or replaced to design
condition prior to the transfer. Records of maintenance activities performed to date will be required.
14. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of,side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
15. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
16. Prior to the sale of any lot, deed restrictions must be recorded which limit the built-upon area per lot to the
amount as shown on the Project Data Sheet, per Section I, Part 2. The recorded statements must follow the
form:
a. "The maximum built-upon area per lot is 3,000 square feet. This allotted amount includes any built-
upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools."
b. "The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State."
C. "Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State."
d. "Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built-upon area due to CAMA regulations."
e. "All runoff on the lot must drain into the permitted system. This may be accomplished through
providing roof drain gutters which drain to the street, grading the lot to drain toward the street, or
grading perimeter swales and directing them into the pond or street. Lots that naturally drain into the
system are not required to provide these measures."
IT A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must bear the signature of the Permittee, the
deed boot: number and page, and stamp/signature of the Register of Deeds.
18. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
State Stormwater Management Systems
Permit No. SW8 001114
19. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date. of the completion of construction.
20. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
III. GENERAL CONDITIONS
l . This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the Division
of Water Quality accompanied by appropriate documentation from the parties involved, such as a copy of
the deed of trust. Other supporting materials, such as a signed Operation and Maintenance plan in the case
of engineered systems, will also be required. The project must be in good standing with DW Q. The approval
of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. Permittee grants pennission to staff of the DWQ to access the property for the purposes of inspecting the
stormwater facilities during normal business hours.
7. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
Permit issued this the 27th day of March, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
JZiatj?2?
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 001114
6
State Stormwater Management Systems
Permit No. SW8 001114
Regency Park, Section I @Williamsburg Plantation
Stormwater Permit No. SW8 001 114
Onslow County
Desibner's Certification
Page 1 of 2
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Prof ect)
for (Proj ect Owner) hereby state that, to the best of my abiliti es, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Reoistration Number
Date
SEAL
7
l ,
Certification Requirements:
State Stormwater Management Systems
Permit No. SWS 001114
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff drains to the system.
4. Tile outlet/bypass structure elevations are per the approved plan.
5. Tile outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
S. Vegetated slopes are no steeper than 3: 1.
9. Tile inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
I]. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated filter.
14. Tile overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Mitchell Parker, Onslow County Building Inspector
s
8

I
Date Received Fee Paid Permit Number
nn
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
John Koenig
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John Koenig, Owner
3. Mailing Address for person listed in item 2 above:
6200 Ramsey S .r Pt.
City: Fayet.tPv i 11 P State: NC Zip: 28311
Telephone Number: ( 910 1 488-1976
a Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc):
ReQency. Park aectim I of Williamsburg Plantation
5. Location of Project (street address):
Williamchiirg Plantation (nff Williamsburg Parkway)
City lackenmri l la County: Onslow
6. 'Directions to project (from nearest major intersection):
South of intersection of Williamsburg Parkway & Gum Branch Road (NCSR 1308)
7. Latitude: 34°47' 36"
Longitude: 77°26' 56"
-cc
of project
8. Contact person who can answer questions about the project:
Name: David K. Newsom. John L. Pierce & Telephone Number. ( 910 )346-9800 -
Associates P.A.

IL PERMIT INFORMATION:
1. Specify whether project is (check one): ___LL _New Renewal Modification
Form SWU-101 Version 3.99 Page I of 4
i I 7. , How was the off-site impervious area listed above derived?.
Planimeter
N. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number. W it ¢ as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 3000 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials. include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project.. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement e
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-10S Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Pale 3 of 4
Ohiy complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
. provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form 4'1
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management /
• Two copies of plans and specifications, including. /
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you-wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): John L. Pierce & Associates, P.A.
Mailing Address: P.O. Box 1685
City-__g a c k s o n v i I I e
Phone:( 910 ) 346-9800
State: NC Zip: 28540
Fax (_ 910 ) 346-1210
VIII. APPLICANT'S CERTIFICATION
I, (prinf or type name of person listed in General Information, item 2) John Koenig
certify that the information included on this permit application form is, to the best of my knowledge, correct an d
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
mr i r wj i r dy)
Date:
Form SWU-101 Version 3.99 Page 4 of 4
? Permit No.
State of North Carolina (ro be provided b D- Q,
Departinent of Environment and Na
moral Resources
Division of Water Quality
STORMyYATER MANAGEMENT PERK fIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
',?uforln may be photocopied for use as an original
D W Stormwater Management Plan Review
A complete stonnwater management plan submittal includes
supplement for each basin, design calculations
structure details, , and plans and an pplication form, a wet detention basin
specifications Showing all basin and outlet
I. PROJECT INFORMATION
Project Name: Zegenr.?? park
Section
,,I
Contact Person: David K.
Newso Phone Number.
Forprojects with multiple basins, specify which basinstlus worksheet
{ applies to:
elevations
Basin Bottom Elevation
13 60 fr
permanent Pool Elevation Cr7O°r of the basin)
19.60 ft. (elevation of the orifice)
Temporary Pool Elevation
ft• (elevation of the discharge structure overflow
areas )
Permanent Pool Surface Area-1 ,200 _ sq ft.
Drainage Area 26.27
ac.
Impervious Area

U ac.
volumes
permanent Pool Volume
Temporary pool Volume
Forebay Volume
Otherparameters
SA/DA1 -
Diameter of Orifice
Design Rainfall
Design TSS Removal -'
Form SWU_102 Rev 3.99
74 341 cu. fr.
35 000 cu. ft.
15 520 cu. ft
(water surface area at the orifice elevation)
(on-site and off-site drainage to the basin)
(on-site and off=sire drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainag
in- (2 to S e area ratiof^rom DW
2 Q table)
in. . day temporary pool draw down require
? d)
90
(minimum 85% required)
Page 1 of 4
,. O?dy complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of 5420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management /
• Two copies of plans and specifications, including 42141
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage'(including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you-wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): John L. Pierce & Associates, P.A.
Mailing Address: P.O. Box 1685
City Jacksonville State: NC Zip: 28540
Phone: f 910 1 346-9800 Fax: ( 910 )46-1 10
VIII. APPLICANT'S =TIFICATION
I, (print or type name of person listed m General Information, item Z) John Koenig
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NrAr7u inM
i
Date:
Form SWU-101 Version 3.99 Page 4 of 4
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 9017o TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment. Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
I d. The temporary pool draws down in 2 to 5 days.
fJ e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
NM/ g. The basin side slopes above the permanent pool are no steeper than 1.
h.
" A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i
/ i. Vegetative cover above the permanent pool elevation is specified.
1 j. A trash rack or similar device is provided for both the overflow and orifice

k. .
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
` 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin

in. .
A mechanism is specified which will drain the basin for maintenance or an emergency.
M. WET DETENTION BASIN OPERATION AND MA]INMNANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does not
This system (check one) 0 does Xdoes not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form SWU-102 Rev-199 Page 2 of 4
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed. -
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
5
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reducie d'to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads `r: feet irr the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the forebay,. the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 19.60
Sediment Re oval El. 15.10 . 75 0
---'-------1- Sediment Removal Elevation s w 75%
Bottom Ere zn 13.60 s ---------- w Bottom Elevation 13. Fp I
FOREBAY MAIN POND
5: Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical. -
Form SWU-102 Rev 3.99
Pale 3 of 4
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Printname: John Koenig
Title: Owner
Address: 6200 Ramsey Street, Fayetteville NC 28311
Phone: [phone]
Date: 10o
r
Note: The legally responsible parry should net be a homeowners association unless more than 50% of the lots cave been sold and
a resident of the subdivision has been r<amed the president-
I, a Notary Public for the State of it144?7/ (24,gO<in/A
County of Co1i»?3 /?Lj9-? , do hereby certify that "-6,54,
personally appeared before me this % day of 6ZLL4--r?i-t- ?r and ackowledge the due
execution of the forgoing wet detention basin maintenance requirements- Witness my hand and official seal.
. OPlNC?IAC?k
r° 4 HF?Y?E.SP ?7.
r; '•- 1101)411f111BEJ0•NDAtHL'ACARO[NR
CUMBMM COUNTY
SEAL
My commission expires jl?/•?c/t l d, 2 c7C? l

Form SWU-102 Rev 3.99 Page 4 of 4
QF NN AT'pG Michael F. Easley, Governor
C )A G. Ross Jr. Secretary
y North Carolina Department of Environment and Natural Kesources
j r
p Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 26, 2003
Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
Subject: Stormwater Permit No. SW8 020919
Regency Park Section II
Williamsburg Plantation
High Density Subdivision Project
Onslow County
Dear Mr. Koenig:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Regency Park Section II, Williamsburg Plantation on August 18, 2003.
Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 020919, dated August 26, 2003, for the
construction of the project, Regency Park Section II, Williamsburg Plantation.
This permit shall be effective from the date of issuance until August 26, 2013, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in :this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sincerely,

Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:1WQSISTORMWATIPERMIT1020919.aug03
cc: Dave Newsom, P.E., John Pierce and Associates
Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405 [phone] Customer Service
[phone] Fax [phone] NCDENR
State Stormwater Management Systems
STATE OF NORTH CAROLINA Permit No. SW8020919
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. John Koenig
Regency Park Section ll, Williamsburg Plantation
Onslow County
FOR THE
construction, operation and maintenance of impervious surfaces to be treated in one (1)
on-site and one (1) offsite wet detention pond in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until August 26, 2013 and shall
be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on pages 3 and 4 of this permit, the Project Data Sheet. The
subdivision is permitted for 100 lots, each allowed 3,000 square feet of built-upon
area. .
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from a portion of this project has been approved to be discharged into
a wet detention pond permitted under SW8 001114, as described on page 4 of
this permit, the Project Data Sheet.
6. The built-upon area allotted to this development by Stormwater Management
Permit #SW8 001114 is 180,676 square feet. The portion of this project draining
to the offsite pond proposes 148, 400 square feet, leaving 32,276 ft5 for future
development.
2
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
State Stormwater Management Systems
DIVISION OF WATER QUALITY Permit No. SW8 020919
PROJECT DATA SHEET
Regency Park Section II
Williamsburg Plantation
SW8 020919
Onslow County
Application Date:
River Basin / Receiving Stream:
Index #:
Classification of Water Body:
Design Storm:
Drainage Area, acres:
Onsite:
Offsite:
Total Impervious Surfaces, ft2:
Lots at 3,000 ft
Roads/Parking, ft2:
Other, ft
Offsite, ft2:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, ft
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
August 18, 2003
White Oak / UT New River
WOK02 19-(1)
"C NSW"
1.0"
23.17
23.17
0
571,900
208,500
331,200
32,200
0
6.0
19.00
33,000 @Permanent Pool
48,164
20.39
3.0"0 pipe (draw down in 2-5 days)
3
State Stormwater Management Systems
Permit No. SW8 020919
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: Regency Park, Section I
Williamsburg Plantation
Permit Number: SW8 001114
Location: Onslow County
Applicant: Mr. John Koenig
Mailing Address: 6432 Yadkin Road
Fayetteville, NC 28303
Application Date: March 26, 2001
Name of Receiving Stream / Index UT New River / WH002 19-1
Classification of Water Body: "C NSW"
Design Storm: 1„
Pond Depth, feet: 6
Permanent Pool Elevation, FMSL: 19.6
Drainage Area, acres: 26.27
Total Impervious Surfaces, ft2: 400,512
32 lots at 3,000 ft2: 96,000
Roads/Parking, ft2: 87,725
Future lots, streets & sidewalks, ft2: 180,676
Offsite Area, ft2: 16,771 (existing Williamsburg Parkway)
Provided Surface Area, ft2: 21,200
Provided Storage Volume, ft3: 35,000
Temporary Storage Elevation, FMSL: 21.13
Controlling Orifice: 2"(p pipe
4
11. SCHEDULE OF COMPLIANCE State Stormwater Management Systems
Permit NI SW8 020919
1. No homeowner/lot owner/developer shall fill in, alter, or piPa an
(such as swales) shown on the approved plans as part of the stormw
management system without submitting a revision to the any drainage feature
approval from the Division. permit and receiving
2. The permittee is responsible for verifying that the proposed bus -
the entire lot, including driveways and sidewalks, does not exceed t
built-upon area. Once the lot transfer is complete, the bu' _ It upon area for
revised without approval from the Division of Water Quality Uand rearea ma not sponsibility be
meeting the built-upon area limit is transferred to the individual pro ert3. If an Architectural Review Committee (ARC) is required to revi p y owner.
compliance with the BUA limit, the plans reviewed must include all ro osed
built-upon area. Any approvals given by the ARC do not relieve ew plans for
of the responsibility to maintain compliance with the permitted U e homeowner
4. The permittee shall submit to the Director and shall have re A limit.
revised plans, specifications, and calculations prior to construction for modification to the approved plans, including, but not limited to, those listed
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of the project area. The project
area is defined as all property owned by the permittee, for whichect
Sedimentation and Erosion Control Plan a
f. Filling in, altering, or piping of any vegetative coonveyance sho
approved plan. own on the
5. The Director may determine that other revisions to t
modification to the permit. he project should require a
6• The Director may notify the permittee when the permitted site
or more of the minimum requirements of the permit. Within the time frame
specified to the notice, the permittee shall submit a written not meet one
Director for modifying the site to meet minimum requirements. The ermitte
shall provide copies of revised plans and certificatio en time schedule to the
that the changes have been made. n in writing to the Director
7. The stormwater management system shall be constructed
vegetated and operational for its intended use prior to the constructiontof
built-upon surface.
.
any
8. During construction, erosion shall be kept to a minimum a
the system will be repaired immediately. nd any eroded areas of
9. Upon completion of construction, prior to issuance of a Certif
and prior to operation of this permitted facility, a certification must be received
from an appropriate Certificate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans
specifications, and other supporting documentation. Any deviatins f m th and
approved plans and specifications must be noted on the Certification. from the
5
State Stormwater Management Systems
Permit No. SW8 020919
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair.of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
12. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
13. Prior to the sale of any lot, deed restrictions must be recorded which limit the
built-upon area per lot to the amount as shown on the Project Data Sheet, per
Section I, Part 2. The recorded statements must follow the form:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 020919, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per lot is 3,000 square feet. This allotted
amount includes any built-upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that naturally drain
into the system are not required to provide these measures.
6
14.
15.
State Stormwater Management Systems
Permit
Decorative spray fountains will not be allowed in the No. SW8 02D919
system
stormwater treatment
Permanent seeding requirements for the stormw
guidelines established in the North Carolina Erosio
Planning and Design ater control must follow the
Manual. nand Sediment Control
Prior to transfer of the permit, the stormwater facilities '
DWQ personnel, and determined to be in compliance
Any items not in compliance must be repaired must be inspected by
prior to the transfer. replaced with all permit conditions.
required. Records of maintenn a activities performed to condition
to date will be
A copy of the recorded deed restrictions must be
30 days of the date a recording the plat, and ri
copy must bear the signature of the Permittee submitted to the Division within
and stamp/signature of the Register of Deeds, the or to deed selling book lots. The number and recorded page,
This permit sh II
16.
17
18.
a become voidable unless the facilities are constructed
accordance with the conditions of this
specifications, and other su Permit, the approved laps and in
19. supporting data. P
Built upon area includes
gravel, brick, stone , but is not limited to, structures
raised o , slate, coquina and parking areas, but doesln?ot inclu e,
, pen wood decking, or the water surface of swimmin ncde
Ill. GENERAL CONDITIONS 9 pools.
2.
3.
4
5.
6.
? • This permit is not transferable except after notice
In the event there is a desire for the facilities to
change name change a the Permittee, a to and approval by the Director.
submitted to the Division of Water Namey acco sh Change Form^
a
documentation from the Parties ownership, or there is
trust, recorded deed rest Quality accompanied by apAroprmust be
involved, mcludin iate
and Maintenance plan. The tions, Designers Certifcat o? and atsigned O eed of
approval of this request will be considered be ,tgionod standin Aeration
approved. g with DVVQ. The
is and may or may not be
The Permittee is responsible for compliance with the terms and conditions of this
permit until such time as the Director approves the tr.
s ansfer request.
Failure to abide by the conditions and limitation
subject the Permittee to enforcement action by the Div-
accordance with North Carolina General Statute
Ision Of 143--2 Water
43 Quality, to
The issuance of this permit does-not preclude t 15 6A 215-6C.
any and all statutes, rules, re o
other government agencies (lcaltistateoand ordinan es which may be m I in
Y i posed with
federal) which have by
In the event that the facilities fail to '
nuisance conditions, the Permittee sh
all take immediate c Jurisdiction.
perform satisfactorily, inorrective cluding the action, of
may be required by this Division, such as the cons
additional or replacement stormwater mana erne
including The permit those may as be modified, revoked an g nt systems. truction of
filing of a request fora and reissued or terminated for cause
termination does not stay anti modification, revocation and reissuance or
any permit condition. ' The
7
• State Stormwater Management Systems
Permit No. SW8 020919
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 26th day of August, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
v, Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 020919
8
a
Regency Park Section II, Williamsburg Plantation
Stormwater Permit No. SWg 020919
Onslow County
Designer's Certification
State Stormwater Management Systems.
Permit No. SWg ogiq
Page 1 of 2
I,
the State of N registered Carolina, having been authorized too ,
time) the construction of the project, bserve in
(periodically/weekly/full
(Project)
for
(Pro
best of my abilities, due care and diligence was
u ejec
in the observa t Owner) hereby state that, to the
construction such that the construction was observed to be built within within tion of
compliance and intent of the approved plans and specifications. project
substathential
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
9
Certification Requirements:
State Stormwater Management Systems
Permit No. SW8 020919
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
14. The overall dimensions of the system, as shown on the approved plans,
are provided.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
10
?OF WATFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
\Q G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
I Division of Water Quality
'C Coleen H. Sullins, Deputy Director
Division of Water Quality
January 16, 2004._ . VIE I ?.i" '! ? . - l 0 I P
t Gr !U
CERTIFIED MAIL: 7003 1010 0000 0032 3031 J/Ai'! 2 N 2004
RETURN-RECEIPT REQUESTED
Mr. John Koening
6432 Yadkin Road
Fayetteville, NC 28303
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Williamsburg Plantation
DWQ Project # 030841
Onslow County
Dear Mr. Koening:
This Office has reviewed your Pre Construction Notification application and is placing your
project on hold until we receive the following additional information:
1. Please 'clearly highlight the area of wetlands (0.36 acres) that are proposed to be protected with
restrictive covenants on the plans. Lot 46, 69, 70, 125, and 115 have jurisdictional wetlands
on them that are not proposed to be impacted. If these are the areas that you are proposing to
conserve, please describe how you plan to protect them in the future. The restrictive covenant
states that you cannot grade, cut or remove vegetation. Do you propose to work around these
areas?
2. Please show what two lots you removed to minimize impacts to wetlands.
3. Please demonstrate how the wetlands on lot 46, 69, 70, 115, and 125 will remain jurisdictional
after you cutoff the connection to adjacent wetlands. These areas must remain connected or
they will be considered to be additional impacts.
4: -You state that the mipervious acreage proposed is 56.7%. This implies that this is a high-
density project that requires engineered stormwater treatment. Have you applied for a State
Stormwater Permit? Please provide all drainage plans for this subdivision.
5. Please provide a copy of the acceptance letter from WRP for mitigation.
6. Please'note that filling the isolated wetlands prior to securing a permit from the state is a
violation and may result in civil penalties. In addition, any work done in the 404 wetlands,
including grading, prior to securing a 401 Water Quality Certification will result in additional
violations.
*_?
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCUENR
Page Two
Mr. Koening
January 16, 2004
Please respond within three weeks of the date of this letter by sending a copy of the information to
Noelle Lutheran and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-226,
her phone number is [phone]. If we do not hear from you within three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as withdrawn. If you have any
questions, please feel free to call me at [phone].
Sincerelyy,,?
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group
Jennifer Frye - Corps of Engineers Wilmington
Noelle Lutheran - WiRO
afi? VOW
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service .?
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] F4C ?DFa-
W A r? Michael F. Easley, Governor
qP
O G William G. Ross Jr., Secretary
l
` North Carolina Department of Environment and Natura
Resources
y
r
? -i Alan Klimek, P.E., Director
a . - c
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 30, 2004
DWQ # 03-0841
Onslow County
REQUEST FOR PAYMENT OF A PUBLIC NOTICE
John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
Subject Property: Williamsburg Plantation, Regency Park, Section II
Dear Mr. Koenig:
Attached herein is an invoice received from the Freedom ENC Communications of Jacksonville, NC
requesting payment in the amount of $89.04, for legal advertising. The newspaper published a Public
Notice for an application for an Isolated Wetlands Permit for the proposed Regency Park, Section H in
Onslow County.
Please note that in accordance with 15A NCAC 2H .1303(1), an applicant for an Isolated Wetlands
Rules Permit shall pay to the department the costs of advertising public notices required by 15A NCAC
2H .1303 of the Isolated Wetland Rules. Please remit payment in the amount of $89.04 to Freedom
ENC Communications and forward a copy of the payment to the Division of Water Quality at 2321
Crabtree Boulevard, Suite, 250, Raleigh, NC 27604 and refer to the DWQ # listed above.
Please be aware that an Isolated Wetland Permit for this project will not be issued until payment has
been made for the attached Public Notice. If you have any questions please contact me at 919-733-
9646.
Sincerely,
John Dorney
401 Water Quality Certification Program
cc: Central Files
File Copy
Hal Owen, Hal Owen & Associates, Post Office Box 400, Lillington, NC 27546
VVW,
'AL n
h Ei` fi
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)

01
Classified
Advertising
Invoice
Freedom ENC Communications
PO Box 3003
Jacksonville, NC 28541
Phone: [phone]
Fax: [phone]
50
N.C. DIVISION OF WATER QUALITY
ATTN: JOHN DORNEY
WATER QUALITY SECTION
2321 CRABTREE BOULEVARD
RALEIGH, NC 27604
Ad# I Text I Start
V, 07520013-001 Re: John Koenig 01/28/04

i,.
1
t
Cust#: 07102227-000
Phone: [phone]
Date: 01/28/04
Due Date: 02/27/04
Stop I Days I Amount
01/28/04 2 89.04
Prepaid I Due
0.00 89.04
WEX4 IDS/4q1 CROUP
JAN 3 0 2004
WATER Q11A Ty8EC710Af
`:,Pay within 7 days deduct $2. Include customer number on check. Please do not staple
Please return a copy with payment Total Due 89.04

01/29/2004 16:04 888-328-8261 EFIC CLASSIFIEDS PANE 01 ,
NORTH CAROLINA DIVISION
OF WATER QUALITY
PUBLIC NOTICE is hereby gN-
en that John Koenig, has applied
to the North Carolina Division of
Water Quality for E Water Quall-
ty Cerlification pursuant tc San.
tlon 401 of the Federal Clean
Water Act and Water Quality
Commission rules in 15A NCAC
2H 1300. The activlt'j for tMs
Certlflcatiol i9 sought to 1`1111.24
ams of Isolated wetlands (and
0.497 acres of nor isolated wet•
lands) for iha Williamsburg Plan-
tafion • Regency Park Seaton II
residential development project
in Onslow County. The applicant
proposes to uflllze the NO wet-
lands Restoration Program to
provide the required wetland mit-
igation (3.3 acres of noi-riparian
restoration and 0.134 acres of ri-
parian restoration). The project
will also have to comply with the
High Quality Waters best man-
agement practices for sedlmen-
tatfan and erosion control as well
as stormwaler management
The public is invited to comment
dh the above-mentioned applics-
fron to tird'Division of Water
Quality. UtTments shall be In
yf}I6nq and'shall be received by
(Ir ,t3ivlsfon ita later than March
';'2004: Cbrhments should be
sdht to the N.C. Division of Wa-
teP'Qbality, Wetlands/401 unit,
2321 Crabtree Boulevard, Ra•
feigh, NC 27604, Alin; John [)or.
oe (919-793-£6413; Fax: 819.
73 •6M)..A copy of the appli-
Ffht)on Is on file at the Diyislon of.
r16 at 127 Cardinal Drive, Ext.,
Wilmington, Norih Carclins
27445 (Wilmington Re?bna: Of-
Nre) during normal business
(fours and may be Inspeoted by
the public.
Alan W. Klimek, P.E., Director
N,C. Division of Water Quality
DATE: January 12, 2004
January 28, 2004
v
WETLANDS/ 401 GROUP
07102227000
07520013
Page 2
Affidavit of Publication
Daily News
Jacksonville, NC
FEB 0 3 2004
WATER QUALITY SECTION
Person 11 peared before me, Notary Public of the County of Onslow, State of North Carolina,
on this e 8 da f u , 2004
of Th aily News, eing duly sworn, states that the advertisement entitled RE: JOHN KOENIG -
a true copy of which is printed herewith, appeared in The Daily News, a newspaper published in the
City of Jacksonville, County of Onslow, State of North Carolina, on the
following dates: January 28, 2004
NORTH CAROLINA DIVISION
OF WATER QUALITY
PUBLIC NOTICE is hereby given that John Koenig, has applied to the North Carolina Division of Water
Quality for a Water Quality Certification pursuant to Section 401 of the Federal Clean Water Act and Water
Quality Commission rules in 15A NCAC 2H 1300. The activity for this Certification is sought to fill 1.24
acres of isolated wetlands (and 0.497 acres of non-isolated wetlands) for the Williamsburg Plantation -
Regency Park Section 11 residential development project in Onslow County. The applicant proposes to utilize
the NC Wetlands Restoration Program to provide the required wetland mitigation (3.3 acres of non-riparian
restoration and 0.134 acres of riparian restoration). The project will also have to comply with the High
Quality Waters best management practices for sedimentation and erosion control as well as stormwater
management.
The public is invited to comment on the above-mentioned application to the Division of Water Quality.
Comments shall be in writing and shall be received by the Division no later than March 3, 2004. Comments
should be sent to the N.C. Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree Boulevard, Raleigh,
NC 27604, Attn: John Dorney (919-733-9646; Fax: [phone]). A copy of the application is on file at
the Division office at 127 Cardinal Drive, Ext., Wilmington, North Carolina 27405 (Wilmington Regional
Office) during normal business hours and may be inspected by the public.
Alan W. Klimek, P.E., Director
N.C. Division of Water Quality
DATE: January 12, 2004
January 28, 2004 `?t?tunurrur???
°o?v?,C. BRA%,?
Subscribed and sworn to this 28th day of January, 2004 ""
?QQ:•'"•?Tq ••'••.
X ??ApaY_1? E
Notary Public '°Ugt.?? ; v
My Commission Expires: ',COVN
July 11, 2007

Classified
Advertising
Invoice
N.C. DIVISION OF WATER QUALITY
ATTN: JOHN DORNEY
WATER QUALITY SECTION
2321 CRABTREE BOULEVARD
RALEIGH, NC 27604
Ad# I Text
07520013-001 Re: John Koenig
Freedom ENC Communications
PO Box 3003
Jacksonville, NC 28541
Phone: [phone]
Fax: [phone]
50
Cust#: 07102227-000
Phone: [phone]
Date: 01/28/04
Due Date: 02/27/04
Start I Stop I Days I Amount
01/28/04 01/28/04 2 89.04
Prepaid I Due
0.00 89.04
'V"'ANQS/401 ? t?tt
JAN 3 0 2004
VYATERQIJALITYSECno0 ,
Pay within 7 days deduct $2. Include customer number on check. Please do not staple
Please return a copy with payment Total Due 89.04
01129/2004 16:014 888-328-8261 ENC CLASSIFIEDS PAGE 01
NORTH CAROLINA DIVISION
OF WATER QUALITY
PUBLIC NOTICE is hereby glv
en that John Koenig, has applied
to the Norli Carolina Division of
Water Quality for a Water Quali,
ty Cerillication pursuant to Sec-
tlcn 401 of the Federal Clean
water Ac; and Water Quality
Cotnmissicn rules In 15A fJCAC
2H 1300, The activlrl for this
Certlflcatioi is Sought to 011.24
acres of Isolated wetlands (and
0,497 acres of port-isolated wet•
lands) for the Williamsburg Plan-
tatlon • Regency Park SeoJon 11
residential development project
in Onslow County. The applicant
proposes to utilize the NG Wet-
lands Restoratlon Program 1o
provide the required wetland rnl-
igation (3.3 acres of noi-riparian
restoration and 0.134 acres of ri-
parlan restoration) The project
will also have to comply with the
High Quallty Water; best mar-
agement practices for sedlmen-
tarlon and erosion control as well
as stcrmwaier management
The public is invited to comment
on the above-mentioned appllCa-
f(on to thd Division of Water
Quality. C61` ment5 shall be In
Mito and'sh'dll be received by
f(l9'brvlslon rlo later than March
5,'2004: Corhments should be
46h'. to the N.C. Misi0n of Wa•
taf dbalihr, Wetla5d;'401 Unit,
2321 Crabtree Boulevard, Ra•
feigh, NC 27604, Attn: John Oct.
neyy (019-783-5548; FAX: 919-
733.68?3). A copy of the appli-
tatlon is on fife at the Division of.
fib8 at 127 Cardinal Drive, Ext,,
Wilmington, North Carolina
27405 (Wilmington Pe r'8! Of-
licel during normal business
hours and may be Inspected by
the public.
Alan 14. Klimek, P.E.,Dlrector
N.C. Divislon of Water Quality
DATE: January 12, 2004
Januar/ 26, 2004

JAN-30-2084 FRI 13:38 TEL:[phone] NAME:DWQ-WETLAlIDS F. 1
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Regency Park - Section II
Project Number 03 0841
Recvd From APP
Received Date 7/7/03 Recvd By Region
Project Type resdiental develoment
County Onslow
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. I 1w OTH F7-0-
Y O N F__ 19-37-1 SC HQW 30,502. 0.45 ?-
39 ?- O Y O N ? ? ?? 30,502. r
F___F__oY ON f ?F__F__F_1__F_ I f
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This eject has been placed on hold.
The certified on hold letter was written on 8/15/2003. NML
This project has been placed on hold again based on the requested additional information
that was provided to this office on 9/5/2003. The information included a JD with an additional acre of
isolated wetlands that are not show on the development plants. 10/17/2003 ....noelle lutheran
This project has been placed on hold again for additional information 01/16/04,NL
cc: Regional Office
Central Office Page Number 1
Facility Name Regency Park - Section II County Onslow
Project Number 03 0841 Regional Contact: Noelle Lutheran
Date:
Comments (continued from page 1):

cc: Regional Office
Central Office Page Number 2
[Fwd: Permit]
r
Subject: [Fwd: Permit]
From: Noelle Lutheran <[e-mail]>
Date: Tue, 20 Jan 2004 08:52:33 -0500
To: Cyndi Karoly <[e-mail]>
Cyndi,
An ammendment to the original application came in on 11/19/03, after it
was put on hold twice. The review process revealed that 1+ acres of
isolated wetlands had been field and built on w/o a permit. I put the
project on hold again for multiple reasons including SW ?'s, but what
about a public notice? This will be an after the fact. Thanks for
checking into this.
Noelle
Subject: Permit
From: LaTonya Webb <[e-mail]>
Date: Fri, 16 Jan 2004 13:33:53 -0500
To: John Dorney <[e-mail]>, Cyndi Karoly <[e-mail]>, Kristie
Corson <[e-mail]>, Noelle Lutheran <[e-mail]>
03 0841
Regency Park-Section II
Onslow County
On Hold
401
Noelle Lutheran <[e-mail]>
1 of 1 1/20/04 9:39 AM
\O?0v ' ?90G
? r
O '<
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 12, 2004
The Daily News
P.O. Drawer
Jacksonville, NC 28541
Attn: Legal Ad Department
Dear Sir:
Re: Public Notices
Please publish the attached Public Notice one time in the sections set aside for Legal Advertisements in
your newspaper. The publication should run on or before January 23, 2004. Please send the invoice for the
publications and three copies of the affidavit of publication to the address given below. Payment cannot be
processed without the affidavit of publication. Please note that this is the second notice sent to your paper - the
first (dated December 11, 2003) was apparently received at your office on December 29, 2003 and then returned
to DWQ (received on January 2, 2004). We have experienced delays in the State Mail Service Center mail
processing in the past. If this publication is an issue, please call me at 919-733-9646 to discuss.
N.C. Division of Water Quality
Attn: John Dorney
Water Quality Section
2321 Crabtree Boulevard
Raleigh, NC 27604
If you have any questions, please telephone me at 919-733-9646.
Program
JRD/bs
cc: Wilmington Field Office US Army Corps of Engineers
Wilmington Regional DWQ Office
Central Files
File Copy
Hal Owen; Hal Owen and Associates; P.O. Box 400, 266 Old Coats Road, Lillington, NC 27546
N N.
C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
NORTH CAROLINA DIVISION OF WATER QUALITY
PUBLIC NOTICE is hereby given that John Koenig, has applied to the North Carolina Division of Water
Quality for a Water Quality Certification pursuant to Section 401 of the Federal Clean Water Act and Water
Quality Commission rules in 15A NCAC 2H 1300. The activity for this Certification is sought to fill 1.24 acres
of isolated wetlands (and 0.497 acres of non-isolated wetlands) for the Williamsburg Plantation - Regency Park
Section II residential development project in Onslow County. The applicant proposes to utilize the NC
Wetlands Restoration Program to provide the required wetland mitigation (3.3 acres of non-riparian restoration
and 0.134 acres of riparian restoration). The project will also have to comply with the High Quality Waters best
management practices for sedimentation and erosion control as well as stormwater management.
The public is invited to comment on the above-mentioned application to the Division of Water Quality.
Comments shall be in writing and shall be received by the Division no later than February 23, 2004. Comments
should be sent to the N.C. Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree Boulevard, Raleigh,
NC 27604, Attn: John Dorney (919-733-9646; Fax: [phone]). A copy of the application is on file at the
Division office at 127 Cardinal Drive Ext., Wilmington, North Carolina 27405 (Wilmington Regional Office )
during normal business hours and may be inspected by the public.
Alan W. Klimek, P.E., Director
N.C. Division of Water Quality
DATE: January 12, 2004
Originally sent on December 11, 2003
s \O?0 W AT ?qQG
r
7 -i

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
The Daily News
P.O. Drawer
Jacksonville, NC 28541
Attn: Legal Ad Department
Dear Sir:
Re: Public Notices
December 11, 2003

WETLANDS /401 GROUP Qj ?vI
JAN 0 2 2004
wtnr n r!!?! :'^1
v^r-CTi rON
VhilErc r i ?
Please publish the attached Public Notice one time in the sections set aside for Legal Advertisements in
your newspaper. The publication should run on or before December 16, 2003. Please send the invoice for the
publications and three copies of the affidavit of publication to the address given below. Payment cannot be
processed without the affidavit of publication.
N.C. Division of Water Quality
Attn: John Dorney
Water Quality Section
2321 Crabtree Boulevard
Raleigh, NC 27604
If you have any questions, please telephone me at 919-733-9646.
Sincerely,
JRD/bs
ation Program
cc: Wilmington Field Office US Army Corps of Engineers
Wilmington Regional DWQ Office
Central Files
File Copy
Hal Owen; Hal Owen and Associates; P.O. Box 400, 266 Old Coats Road, Lillington, NC 27546
T- V
NCDENR,
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P. 0. Box 400, 266 Old Coats Road
Irllington, NC 27546
Phone [phone] / Fax [phone]
E-mail: [e-mail]
15 December, 2003
Mr. John Dorney
NC Division of Water Quality
1621 Mail Service Center
Raleigh, NC 27699
Reference: Regency Park, Section II
Jacksonville, NC
WETLANDS/ 401 GROUP
DEC 1 7 2003
WATER 011AL17Y SEI?,,Tjr'?,,
Dear Mr. Dorney,
Enclosed please find the letter from the North Carolina Ecosystem Enhancement Program accepting
payment for wetland impacts at Regency Park Section II. Please let us know if you need any additional
information. Thank you for your consideration in this matter.
Sincerely,
f LLB
Becky Eubanks
Office Manager
Page 1 of 12
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
A ??
NCDENR
North Carolina Department of Environment and Natural Resources
lk ichael F. Easlev. Governor
November 18, 2003
Krissina B. Newcomb
Hal Owen & Associates, Inc.
P.O. Box 400
Lillington, NC 27546
Subject: Project: Regency Park, Section II
County: Onslow
William G. Ross Jr., Secretary
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for wetland impacts associated with the subject project. Please note that the decision by the NCEEP to accept the mitigation
requirements of this project does not assure that this payment will be approved by the U.S. Army Corps of Engineers and the N.C.
Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to contact these agencies to determine if
payment to the NCEEP for impacts associated with this project is appropriate. Further, it is the understanding of the NCEEP that the
rules of the NC Coastal Resources Commission, as implemented by the Division of Coastal Management, allow mitigation for impacts
to coastal wetlands only for projects that will have public benefits, as determined by the DCM, provided that the public benefits
clearly outweigh the adverse effects of the project, and further, that all reasonable means of impact avoidance and minimization have
been incorporated into the project's design.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 Permit/401
Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated November 11, 2003, the wetland restoration that is necessary to satisfy the
compensatory mitigation requirements for this project is summarized in the following table. The maximum amount of mitigation that
the NCEEP will accept for this project is also indicated in this table.
Stream
(linear feet) Riparian Wetlands
(acres) Non-Riparian Wetlands
(acres) Riparian Buffer
(ft'-)
Impacts 0.067 1.669
:Mitigation Maximum 0.134 2.338
I he wetland mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404 Permit for impacts
associated with the subject project in Cataloging Unit 03030001 of the Cape Fear and White Oak River Basin. The mitigation will be
performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural
Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
if you have any questions or need additional information, please contact Carol Shaw at [phone].
Sine y,
Ronald E. Ferrell,
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Doug Huggett, Division of Coastal Management
Jennifer Frye, USACOE-Wilmington
Noelle Lutheran, DWQ Regional Office-Wilmington
File
EEP'R Ecosystem Enhancement Program One
t = "i1._J Service C?nter. Rale,gh, North Carolina 27099-1619 NorthCarolina
=^?re: rj19-733-5208', FAX: [phone] ; Internet: h2o.enr.state. nc.us,-;wrp/ ;Vaturally
?oF W A rF90 Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CO r
Alan Klimek, P.E., Director
0 Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 11, 2003
The Daily News
P.O. Drawer
Jacksonville, NC 28541
Attn: Legal Ad Department
Dear Sir:
Re: Public Notices
Please publish the attached Public Notice one time in the sections set aside for Legal Advertisements in
your newspaper. The publication should run on or before December 16, 2003. Please send the invoice for the
publications and three copies of the affidavit of publication to the address given below. Payment cannot be
processed without the affidavit of publication.
N.C. Division of Water Quality
Attn: John Dorney
Water Quality Section
2321 Crabtree Boulevard
Raleigh, NC 27604
If you have any questions, please telephone me at 919-733-9646.
Program
JRD/bs
cc: Wilmington Field Office US Army Corps of Engineers
Wilmington Regional DWQ Office
Central Files
File Copy
Hal Owen; Hal Owen and Associates; P.O. Box 400, 266 Old Coats Road, Lillington, NC 27546

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Sincerely,
NORTH CAROLINA DIVISION OF WATER QUALITY
PUBLIC NOTICE is hereby given that John Koenig, has applied to the North Carolina Division of Water
Quality for a Water Quality Certification pursuant to Section 401 of the Federal Clean Water Act and Water
Quality Commission rules in 15A NCAC 2H 1300. The activity for this Certification is sought to fill 1.24 acres
of isolated wetlands (and 0.497 acres of non-isolated wetlands) for the Williamsburg Plantation - Regency Park
Section 11 residential development project in Onslow County. The applicant proposes to utilize the NC
Wetlands Restoration Program to provide the required wetland mitigation (3.3 acres of non-riparian restoration
and 0.134 acres of riparian restoration). The project will also have to comply with the High Quality Waters best
management practices for sedimentation and erosion control as well as stormwater management.
The public is invited to comment on the above-mentioned application to the Division of Water Quality.
Comments shall be in writing and shall be received by the Division no later than January 19, 3004. Comments
should be sent to the N.C. Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree Boulevard, Raleigh,
NC 27604, Attn: John Dorney (919-733-9646; Fax: [phone]). A copy of the application is on file at the
Division office at 127 Cardinal Drive Ext., Wilmington, North Carolina 27405 (Wilmington Regional Office )
during normal business hours and may be inspected by the public.
Alan W. Klimek, P.E., Director 1
N.C. Division of Water Quality !
DATE: December 11, 2003
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P. 0. Box 400,266 Old Coats Road
Lillington, NC 27546
Phone [phone] / Fax [phone]
E-mail: [e-mail]
18 November, 2003
Cindi Karoly
401 Wetlands Unit:
NC Division of Water Quality
2321 Crabtree Blvd. ??TND,f401
Raleigh, NC 27604-226 GROUP
Reference: Williamsburg Plantation - Regency Park Section II NO V 1 .9 2003
Onslow County, North Carolina WATER
DWQ Project # 030841; COE Action ID 200200602 QUAL17YSECTION
Dear Mrs. Karoly,
As requested in the letter issued by DWQ on 17 October 2003, the previously submitted
permit application "S! n modified to include impacts to isolated wetlands. Impacts to the
isolated wetlands e 1.3 cres in size and exceed the threshold for a general permit; therefore it
is our understanding at an individual permit will be required. Total wetland impacts at
Regency Park Section II are projected as 1.736 acres.
It is our understanding that the application fee for more than one acre of wetland impacts
is $475. A check for $200 was submitted with the original application on 2 July 2003 (copy
attached), and a check for $275 is enclosed now to cover the difference. If you have any
questions or need additional information, please contact me at your convenience.
Sincerely,
Hal Owen
CC: John Koenig

*N?`S
Q

??61fJ
-031
f CL-
l
(:::f- ?) c C%--//
w``v?__

57 (il ?` U
L `
4 1
'?, f U?' //
Soil Science Investigations 9 Wetland Delineations, Permitting, and Consulting
Office Use Only: Form Version May 2002
> 0 8
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
XXIX. Processing
9. Check all of the approval(s) requested for this project:
® Section 404 Permit Riparian or Watershed Buffer Rules
Section 10 Permit ® Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
10. Nationwide, Regional or General Permit Number(s) Requested: GC 3362
11. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
12. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
13. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
XXX. Applicant Information
""LANDS/ 401 GROUP
5. Owner/Applicant Information
Name: John Koeni NO V I
Mailing Address: 6432 Yadkin Road
Fayetteville, NC 28303 WATFR ni 14 1.1:p
ION
Telephone Number: 910-864-1978 Fax Number: 910864-0015
E-mail Address:
6. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Hal Owen
Company Affiliation: Hal Owen & Associates. Inc.
Mailing Address: PO Box 400
Lillinaton. NC 27546
Telephone Number: 910-893-8743 Fax Number: 910-893-3594
E-mail Address: halowen(a,intrstannet
Page 5 of 12
XXXI. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
25. Name of project: Regency Park Section II
26. T.I.P. Project Number or State Project Number (NCDOT Only):
27. Property Identification Number (Tax PIN):
28. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): terminus of Williamsburg
Parkway, in Williamsburg Plantation Development off Gum Branch Road
29. 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.)
30. Property size (acres): 41.81 acres
31. Nearest body of water (stream/river/sound/ocean/lake): UT to New River
32. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
33. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: residential and undeveloped
Page 6 of 12
34. Describe the overall project in detail, including the type of equipment to be used:
Bulldozers, pans, trackhoes, and other typical construction equipment
35. Explain the purpose of the proposed work: single family residential development
XXXII. 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.
29 March 2002, Action ID 200200602, USACE Notification of Jurisdictional Determination
29 October 2003, Action ID 200200602, USACE General Permit Verification (NWP 39)
XXXIII. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
XXXIV. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
9. Provide a written description of the proposed impacts: Single family residential development
serviced by a network of subdivision roads and public sewer and water. Wetland impacts are
due to construction of the subdivision roads and lot fills in some areas to allow for driveway
access and home foundations.
10. Individually list wetland impacts below:
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***
1 fill 0.061 no 200 forested wetland
2 fill 0.006 no 270 forested wetland
3 fill 0.069 no 500 forested wetland
4 fill 0.287 no 800 forested wetland
5 fill 0.074 no 800 forested wetland
6 fill 0.917 no 850 isolated
7 fill 0.322 no 1400 isolated
-••?• -•--•• •"'Y°VY -Y........y -1- .ub.uuy LCM.PV141y ????p???s• impacts include, out are not umited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 2.169
Total area of wetland impact proposed: 1.736
11. Individually list all intermittent and perennial stream impacts below:
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?
(please specify)
na

t.tst cacn impaut separately and identify temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal)quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: na
112??
Page 8 of 12
12. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
na

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
13. 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-1 stream Fj 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:
XXXV. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The subdivision plan for Regency Park has been modified to minimize wetland impacts.
Where possible, lot lines have been oriented to follow the wetlands so that lot fills would not be
necessary. Also, two lots have been removed from this phase to minimize wetland impacts
Construction of the subdivision roads necessitates impacts to most of the specified acreage
XXXVI. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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/strmgide.htm].
5. 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.
Remaining 0.36 acre of wetlands in Regency Park Section II will be protected by
restrictive covenants. Payment is proposed to NC WRP to restore 3.5 acres of wetland
(1.736 acres of impacts X 2).
6. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wry/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_0.134 (0.067 X 2)
Amount of Non-riparian wetland mitigation requested (acres): 3.338 (1.669 X 2)
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
XXXVII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes [:] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F-1 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 ?
XXXVIII. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes F? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
- cone i extends out ju reet perpenaicular from near bank of channel; Lone 1 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 12
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.
XXXIX. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Maximum impervious acreage 56.7%
XL. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Public Sewer provided by the City of Jacksonville
XLI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ® No ?
Is this an after-the-fact permit application?
Yes [:] No
XLII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
l8 December, 2001
Re: Property Owner: Mr, John Koenig
Prudential Realty
6200 Ramsey Street
Fayetteville, NC 28311
Progaty Description: Williamsburg Plantation, Gum B,anch Road
Jacksonville Township, Cn.+l,-)w ? aunty, North Carolina
I, 10 N,3 _ kv? ?6 as cwr,er of the.abr;ve rrferer.ccd property, authorize
the U5 Army Corps of Engineers to enter L. c subject p:olycrty for the purpcae of wetland
dc-lineation rayicw.
I also ?authori? Hal Owen & Associate., :nc. to act as my agent in dealings with the US
Army o? f Enginoc:s?

1 >_- Zo• o)
Date
:era ai i:mo ?i:• '?' 17dU
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200200602
Notification of Jurisdictional Determination
Property owner: inhn Koenig Pntdential Realtors Agent, Hal (liven, Hal Owen Rr Assncintes for
6100 Ramsey Street FayettemilleNC 2811 1-9314 Pnst OfE Roe 460, Lillingtnn NC 27546
Telephone Number: Agent's [phone]
Zone: UTM or LAT/LONG: North: East:
County Qnsla
Size and Location of Property (w•aterbody, Highway name/number, town, etc.): The 43 5-;tore Rr 6 2-acre tracts are located nt
the tennimts of Williamsburg Parktvay in Williamshnrg Plantatinn Dovelopmen off Crum Rmnr_h Road a 7iarent to New
River in iacksnttville On-glow Crntnty Nnr1h Carolina
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed.
The surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely
delineation of the wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review
it, and, if it is accurate, %Vc strongfv recommend that you have the line surveyed for final approval by the Corps. The
Corps will not make a final jurisdictional determination on your property without an approved survey.
X The wetlands an the properly have hcrn delineated and min- eyed depicted on plat dated 3/26/02 revision and the
limits of Cnrns jnrisdictinn hnve hecn explained to rrnt Unless there is n change in the law nr nor published
regulatinns this dctenninntinn ntav he relied upon for a perind not to exceed five years frnm the date of this
notification nr the verified date of the survey Refer nre my lamtarv 29 200 nnsite inspcrtinn
There are no wetlands present on the above described property which are subject to the permit requirements of
Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed three years from the date of this notification.
X The prn jcct is In acrd in one of th 0 Cnastal Cnunties Yrni shnnld ante t the n ar st Stat Office of Coastal
Matingrntent to determine their renuircments
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is in
most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work
on the property restricted entirely to existing high ground. If you have any questions regarding the Corps of
Engineers regttlatory program, please contact me at [phone].
Property owner/Authorized Agent Signature Project Manager Signature
Date March 29 ')001
ct:snw• Fonn 566
i Oc r''=
Mickey Saga `
Expiration Date -March 29, 2007
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.: 200200602
County: Onslow Quad: Jacksonville North
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Mr. John Koenig Consultant: Mr. Hal Owen
6432 Yadkin Road Hal Owen & Assoc., Inc.
Fayetteville, NC 28303 PO Box 400, 266 Old Coats Rd
Lillington, NC 27546
Telephone No: 910-864-1978
910-893-8743
Size and Location of project (water body, road name/number, town, etc.): The approximately 41.81 acre tract is
located along the west side of Williamsburg Parkway, adjacent to Regency Park Section I, in the Williamsburg
Plantation development, in wetlands and unnamed tributaries to and adjacent to the New River, in Jacksonville,
Onslow County, North Carolina.
Description of Activity: Regency Park Section II, a residential subdivision, includes the excavation and
placement of fill material into 0.497 acres of jurisdictional wetlands (0.067 acres of riparian wetland and 0.43
acres of non-riparian) associated with the construction of road crossings and lot till as follows:
Area #1, 0.061 acres of riparian wetland fill for a cul-de-sac at southwest corner of property (at lots 42-46);
Area #2, 245 square feet of riparian wetland fill for lot fill on Lot #47;
Area #3, 0.069 acres of non-riparian wetland fill for a road crossing and lot fill for Lots 60, 61, and 62;
Area #4, 0.287 acres of non-riparian wetland fill for a road crossing and lot fill for Lots 69, 70, 71; and
Area #5, 0.074 acres of non-riparian wetland fill for a road crossing (Williamsburg Parkway).
Applicable Law: _y_ Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: NATIONWIDE PF.Rli1T NIUMBFR 39:
RESIDENTIAL. COAtliF.RICIAi., AND INSTITUTIONAL DEVELOPMENTS
See attached for terms and conditions of this Nationnvide Permit
1. The permittee shall make payment to the North Carolina Wetlands Restoration Program (NCWRP)
in an amount determined by NCWRP, sufficient to perform 0.134 acres of riparian wetland restoration and
0.86 acres of non-riparian restoration in the White Oak River Basin (Hydrologic Unit 03030001).
Construction within wetlands shall begin only after the permittee has made full payment to the NCWRP, and
the NCWRP has provided written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliance with the Memorandum of Understanding between the North
Carolina Department of Environment and Natural Resources and the United States Army Corps of
Engineers, Wilmington District, dated November 4, 1998.
2. In developing the property, all remaining jurisdictional wetland areas located within Regency Park
Section II as shown on the Preliminary/General Plan dated March 11, 2002 and revised July 22, 2003, to
include those wetlands located at the following Lots 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 62, 63, 69, 70, 115,
and 125, and as depicted on the survey plat dated January 28, 2002 and verified by our office on March 29,
2002, shall be maintained in the natural or mitigated condition as stated in the restrictive covenant. No
person or entity shall till, grade, excavate, or perform any other land disturbing activities; nor construct any
structures, nor allow animal grazing or watering or any other agricultural use on such conservation areas.
The master declaration of covenants and restrictions within Regency Park Section II, see attached
draft "Restrictive Covenants, Section 1113, Regency Park of Williamsburg Plantation", detailing property
control on further wetland disturbance, must be executed and recorded with Onslow County Register of
Deeds within 60 days of this Permit Issuance or prior to the selling or developing the property, which ever
occurs first. This record must include the subdivision plan and our verified wetland survey depicting the
location of all waters and wetlands within the boundary of the subdivision. Please make certain that the
Restrictive Covenants to be recorded makes reference to both the verified wetland delineation map of
January 28, 2002, verified March 29, 2002 and Subdivision Plan of March 11, 2003, revised July 22, 2003.
The permittee shall provide the Corps with a copy of the recorded restrictive covenants as soon as possible.
The master declaration relating to wetlands cannot be amended or modified without the express
written consent of the U.S. Army Corps of Engineeers, Wilmington District.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Department of Environment and Natural Resources, Division of Water Quality, telephone
[phone]. For any activity within the twenty coastal counties, before beginning work you must contact the N.C.
Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of
the RGP or the NWP referenced above may subject the pemlittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State, or local approvals/permits. The penmittee may need to contact appropriate State and local
agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Official specified below.
Date: Octoher 29,E
Corps Regulatory Official: Jennifer S- rv, hone No.: (910) 2;1-4923
Expiration Date of Verification: October ?9. n
CESAW Form 591
Revised July 1995
cc: Noelle Lutheran, NCDENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Carol Shaw, NCWRP, 1619 Mail Service Center, Raleigh, NC 27699-1619
Cyndi Karoly, NCDENR-DWQ Wetlands-401 Unit, 2321 Crabtree Blvd., Parkview Bldg, Raleigh, NC 27604
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Triage Check List
Date:
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Project Name: Re e
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DWQ#:
010fY/
county: Ur f /o ti/
To: ? ARO Mike Parker ?' WaRO Tom Steffens
? FRO Ken Averitte Z WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Steve Mitchell
From: ] a rry Ea kn Ay„l. K,,,,,,iy Telephone : (919) 71?-` P/71

The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? ' Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
S Cumulative impact concern
Comments: D,,,, 4.z Pr-cj"ecI- y,¢<cl a sforw wadr
iJ'??? WYty' ?rcJpd thrta Pgyw?ewf7'
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P. 0. Box 400,266 Old Coats Road
Lillington, NC 27546
Phone [phone] / Fax [phone]
E-mail: halowen©intrstar.net
18 November, 2003
Cindi Karoly
401 Wetlands Unit
NC Division of Water Quality
2321 Crabtree Blvd.
Raleigh, NC 27604-226

Reference: Williamsburg Plantation - Regency Park Section II
Onslow County, North Carolina
DWQ Project # 030841; COE Action ID 200200602
Dear Mrs. Karoly,
WETLANDS 1401 r
.7RpUP
NO V 1 .9 2003
WATER QUALITySECT
I4N
As requested in the letter issued by DWQ on 17 October 2003, the previously submitted
permit application has been modified to include impacts to isolated wetlands. Impacts to the
isolated wetlands are 1.3 acres in size and exceed the threshold for a general permit; therefore it
is our understanding that an individual permit will be required. Total wetland impacts at
Regency Park Section II are projected as 1.736 acres.
It is our understanding that the application fee for more than one acre of wetland impacts
is $475. A check for $200 was submitted with the original application on 2 July 2003 (copy
attached), and a check for $275 is enclosed now to cover the difference. If you have any
questions or need additional information, please contact me at your convenience.
Sincerely,
Hal Owen
CC: John Koenig
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
Office Use Only: v`form Version May 2002
o 3 0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
XXIX. Processing
9. Check all of the approval(s) requested for this project:
® Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ® Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
10. Nationwide, Regional or General Permit Number(s) Requested: GC 3362
11. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: El
12. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
13. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: F-I
XXX. Applicant Information
"-PTIANQS!401 R
5. Owner/Applicant Information C1(/?,
Name: John Koenig No 1/
Mailing Address: 6432 Yadkin Road U 003
Fayetteville, NC 28303 b, E
fit- 'S
l;)'r,
,
Telephone Number: 910-864-1978 Fax Number: 910864-0015
E-mail Address:
6. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Hal Owen
Company Affiliation: Hal Owen & Associates, Inc.
Mailing Address: PO Box 400
Lillineton, NC 27546
Telephone Number: 910-893-8743 Fax Number: 910-893-3594
E-mail Address: halowenPi ntrstar. net
Page 5 of 12
XXXI. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
25. Name of project: Regency Park Section II
26. T.I.P. Project Number or State Project Number (NCDOT Only):
27. Property Identification Number (Tax PIN):
28. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): terminus of Williamsburg
Parkway, in Williamsburg Plantation Development off Gum Branch Road
29. 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.)
30. Property size (acres): 41.81 acres
31. Nearest body of water (stream/river/sound/ocean/lake): UT to New River
32. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mags/.)
33. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: residential and undeveloped
Page 6 of 12
34. Describe the overall project in detail, including the type of equipment to be used:
Bulldozers, pans, trackhoes, and other typical construction equipment
35. Explain the purpose of the proposed work: single family residential development
XXXII. 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.
29 March 2002, Action ID 200200602, USACE Notification of Jurisdictional Determination
29 October 2003, Action ID 200200602, USACE General Permit Verification (NWP 39)
XXXIII. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
no
XXXIV. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
9. Provide a written description of the proposed impacts: Single family residential development
serviced by a network of subdivision roads and public sewer and water. Wetland impacts are
due to construction of the subdivision roads and lot fills in some areas to allow for driveway
access and home foundations.
10. Individually list wetland impacts below:
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***
1 fill 0.061 no 200 forested wetland
2 fill 0.006 no 270 forested wetland
3 fill 0.069 no 500 forested wetland
4 fill 0.287 no 800 forested wetland
5 fill 0.074 no 800 forested wetland
6 fill 0.917 no 850 isolated
7 fill 0.322 no 1400 isolated
a-lam a"a Al IMPaCL scparaLc?y anti Iuc,uuy temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM); or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 2.169
Total area of wetland impact proposed: 1.736
11. Individually list all intermittent and perennial stream impacts below:
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?
(please specify)
na

List eacn impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usizs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: na
Page 8 of 12
12. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
na

"12.L cacn udpau se:puruicry and identify temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
13. 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): F? uplands F-1 stream F-1 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:
XXXV. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The subdivision plan for Rel;ency Park has been modified to minimize wetland impacts.
Where possible, lot lines have been oriented to follow the wetlands so that lot fills would not be
necessary. Also, two lots have been removed from this phase to minimize wetland impacts
Construction of the subdivision roads necessitates impacts to most of the specified acreage
XXXVI. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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/ncwetiands/strmaide.html.
5. 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.
Remaining 0.36 acre of wetlands in Regency Park Section II will be protected by
restrictive covenants. Payment is proposed to NC WRP to restore 3.5 acres of wetland
(1.736 acres of impacts X 2).
6. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.134 (0.067 X 2)
Amount of Non-riparian wetland mitigation requested (acres): 3.338 (1.669 X 2)
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
XXXVII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes 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 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 Fj No Fj
XXXVIII. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [:] No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
XXXIX. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Maximum impervious acreage 56.7%
XL. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Public Sewer provided by the City of Jacksonville
XLI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ® No
Is this an after-the-fact permit application?
Yes 0 No
XLII. 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).
9 1 /

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
IS December, 2001
Re: Property Owner: !fir, John Koenig
Prudential Realty
6100 Ramsey Street
Fayetteville, NC 28311
Property Description: Williamsburg Plantation, Gum B,-anch Road
Jacksonville Township, Orflow (aunty, North Carolina
10 N') r7J ? G us cwr,er of tlte.abc;ve referor cc?' property, Authorize
the us Army Corp: of Engineers to enter t.` c subject pxjl crty for the purrcac of wetland
dclirea: on raricw.
I also Whori a Hal Owen & Associate., nc. to act as my agent in dealings with the US
Army o Englnom.
S
1>_ 2.o• c71
Date
.*.a .ei I:mo ri:•
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. ?00?00607
County Onslavt
Notification of Jurisdictional Determination
Property owner: John Koenig, Prrtdential Realtors Agent- Hal (?wen, Hal Owen Rr Associates Inc
6200 Ramsey Street Fayetteville, NC29111-93 14 Pnct Offire Rnr 400, i illinoton NC' 27546
Telephone Number: Agent's [phone]
Zone: UTM or LAVLONG: North: East:
Size and Location of Property (waterbody, Highway name/number, town, etc.): The 43 5-acre Rr 67-acre tracts are In rated at
the tenninnc of Wilhimshiag Parkway in Williamshurg_Plontation Drvelnpment, off Chun Rmnch Roadndiacent to N?
River in lackcnnvill nnslnw t'muuy, Nnrih C'arnlinn
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed.
The surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
Because of the sire of your properly and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely
delineation of the wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review
it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the Corps. The
Corps will not stake a final jurisdictional determination on your property without an approved survey.
X The wetlands on the property hnve horn delineated and miacyorl dnp"ted nn plat dated 3116102 revision and the
limits of Cnmt jurisdiction have been explained to inn ilnlcts there is a chnngc in the law ar nur published
regulatinns this detonninntinn may he r ii d upon for a perind not to exceed Live years from the date of this
nntiftrntion or the unified dnte of the snovev Reference my lari arv 29 2002 on-sit, ins cue Linn
There arc no wetlands present on the above described property which are subject to the permit requirements of
Section 304 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed duce years from the date of this notification.
X The pro ject is Incated in one of the 20 C'nnstnl C'onntirs Yntt shrntld cnntart Ih near ct State office of Coastal
Manngemenl to determine their renuirementc
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is in
most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work
on the property restricted entirely to existing high ground. If you have any questions regarding the Corps of
Engineers regulatory program, please contact me at [phone].
Property owner/Authorized Agent Signature Project Manager Signature
Date March ?9, 7007
CF.SAw Fomi 566
I ()(-r,)_,
Mickey Su `
Expiration Date -March 79,_ 007
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.: 100200602
County: Onslow Quad: Jacksonville North
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Mr. John Koenig Consultant: Mr. Hal Owen
6432 Yadkin Road Hal Owen & Assoc., Inc.
Fayetteville, NC 28303 PO Box 400, 266 Old Coats Rd
Lillington, NC 27546
Telephone No: 910-864-1978
910-893-8743
Size and Location of project (water body, road name/number, town, etc.): The approximately 41.81 acre tract is
located along the west side of Williamsburg Parkway, adjacent to Regency Park Section I, in the Williamsburg
Plantation development, in wetlands and unnamed tributaries to and adjacent to the New River, in Jacksonville,
Onslow County, North Carolina.
Description of Activity: Regency Park Section II, a residential subdivision, includes the excavation and
placement of fill material into 0.497 acres of jurisdictional wetlands (0.067 acres of riparian wetland and 0.43
acres of non-riparian) associated with the construction of road crossings and lot fill as follows:
Area #1, 0.061 acres of riparian wetland till for a cul-de-sac at southwest corner of property (at lots 42-46);
Area #2, 245 square feet of riparian wetland fill for lot fill on Lot #47;
Area #3, 0.069 acres of non-riparian wetland fill for a road crossing and lot fill for Lots 60, 61, and 62;
Area #4, 0.287 acres of non-riparian wetland fill for a road crossing and lot fill for Lots 69, 70, 71; and
Area #5, 0.074 acres of non-riparian wetland fill for a road crossing (Williamsburg Parkway).
Applicable Law: _y_ Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: NATIONWIDE. PERMIT NITNIBFR 39:
RESIDENTIAL. COMlIF.RIC'IAL, AND INSTIT11TIONAi. DF.VF.I.OP`,IF,NTS
See attached for terms and conditions of this Natiornvide Permit
1. The permittee shall make payment to the North Carolina Wetlands Restoration Program (NCWRP)
in an amount determined by NCWRP, sufficient to perform 0.134 acres of riparian wetland restoration and
0.86 acres of non-riparian restoration in the White Oak River Basin (Hydrologic Unit 03030001).
Construction within wetlands shall begin only after the permittee has made full payment to the NCWRP, and
the NCWRP has provided written confirmation to the Corps that it agrees to accept responsibility for the
mitigation work required, in compliance with the Memorandum of Understanding between the North
Carolina Department of Environment and Natural Resources and the United States Army Corps of
Engineers, Wilmington District, dated November 4, 1998.
2. In developing the property, all remaining jurisdictional wetland areas located within Regency Park
Section II as shown on the Preliminary/General Plan dated March 11, 2002 and revised July 22, 2003, to
include those wetlands located at the following Lots 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 62, 63, 69, 70, 115,
and 125, and as depicted on the survey plat dated January 28, 2002 and verified by our office on March 29,
2002, shall be maintained in the natural or mitigated condition as stated in the restrictive covenant. No
person or entity shall fill, grade, excavate, or perform any other land disturbing activities; nor construct any
structures, nor allow animal grazing or watering or any other agricultural use on such conservation areas.
The master declaration of covenants and restrictions within Regency Park Section II, see attached
draft "Restrictive Covenants, Section IIB, Regency Park of Williamsburg Plantation", detailing property
control on further wetland disturbance, must be executed and recorded with Onslow County Register of
Deeds within 60 days of this Permit Issuance or prior to the selling or developing the property, which ever
occurs first. This record must include the subdivision plan and our verified wetland survey depicting the
location of all waters and wetlands within the boundary of the subdivision. Please make certain that the
Restrictive Covenants to be recorded makes reference to both the verified wetland delineation map of
January 28, 2002, verified March 29, 2002 and Subdivision Plan of March 11, 2003, revised July 22, 2003.
The permittee shall provide the Corps with a copy of the recorded restrictive covenants as soon as possible.
The master declaration relating to wetlands cannot be amended or modified without the express
written consent of the U.S. Army Corps of Engineeers, Wilmington District.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Department of Environment and Natural Resources, Division of Water Quality, telephone
[phone]. For any activity within the twenty coastal counties, before beginning work you must contact the N.C.
Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of
the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local
agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Official specified below,
Date: October 29, 2003
Corps Regulatory Official: Jennifer S- rv, hone No.: [phone]
Expiration Date of Verification: October ?9. m
CESAW Form 591
Revised July 1995
cc: Noelle Lutheran, NCDENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Carol Shaw, NCWRP, 1619 Mail Service Center, Raleigh, NC 27699-1619
Cyndi Karoly, NCDENR-DWQ Wetlands-401 Unit, 2321 Crabtree Blvd., Parkview Bldg, Raleigh, NC 27604

U fill

-
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QF WA TF Michael F. Easley, Governor
RQ William G. Ross Jr., Secretary
\Q G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
-i Division of Water Quality
O ^C Coleen H. Sullins, Deputy Director
Division of Water Quality
October 17, 2003
CERTIFIED MAIL: 7003 0500 0004 8598 3851
RETURN RECEIPT REQUESTED
Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION ON
Williamsburg Plantation
Regency Park Section II
DWQ Project # 030841
Onslow County
Dear Mr. Koening
This Office has reviewed your Pre-Construction Notification application and the requested
additional information received by this office on September 5, 2003. The original "on hold" letter
requested that you supply this office with a copy of the Jurisdictional Determination (JD) signed
by the US Army Corps of Engineers. The JD you provided shows approximately 1 acre of isolated
wetlands that are not shown on the development plans nor are the wetland areas counted as
impacts. Please note that the NC Division of Water Quality does regulate both jurisdictional
wetlands and isolated wetlands. Please revise your plans accordingly. You must demonstrate that
you have tried to avoid and minimize impacts isolated wetlands as well as the impacts to
jurisdictional wetlands. I have attached a copy of the General Certification (GC) that applies to
isolated wetlands. Please review this certification to find out if you can qualify for the GC. If you
have any questions concerning the fill of isolated wetlands, please call John Dorney at (919) 733-
1786.
Please respond within three weeks of the date of this letter by sending a copy of the
information to Noelle Lutheran at the address below and to Cyndi Karoly, 401 Wetlands Unit,
2321 Crabtree Blvd., Raleigh, NC 27604-226, her phone number is [phone]. If we do not
hear from you within three weeks, we will assume that you no longer want to pursue this project
and we will consider the project as withdrawn. If you have any questions, please feel free to call
me at [phone].
Sincerely,
oelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group
Jennifer Frye- Corps of Engineers Wilmington
Hal Owen - Hal Owen and Associates, Inc.
W iRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service X"=
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCD E
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Noelle Lutheran
WQ Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Regency Park - Section II
Project Number 03 0841
Recvd From APP
Received Date 7/7/03 Recvd By Region
Project Type resdiental develoment
County Onslow
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet L'1111?11111: lffl l
Type Type Impact Score Index Prim. Supp. Basin Req. Req. X11 1,-fii
39 OTH O Y O N 19-37-1 sc HQW 30,502. 0.45
Mitigation Wetland
MitigationType Type Acres Feet
I T_ F F_
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? OQ Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This eject has been placed on hold.
The certified on hold letter was written on 8/15/2003. NML
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor: Rick Sh*N1Pr
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Regency Park - Section II County Onslow
Project Number 03 0841 County2
Recvd From APP Region Wilmington
Received Date 7/7/03 Recvd By Region
Project Type resdiental develoment
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland 'Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 OTH FT-0 N 19-37-1 SC HQW 30,502. 0.45 F -
OYO N I ? F__F__F- F_ r- F
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Thus eject has been placed on hold.
The certified on hold letter was written on 8/15/2003. NML
cc: Regional Office
Central Office Page Number 1
Triage Check List
(o U3
)ate Project Name:
DWQ#: 6-3 " Oe54
County: ( Al) ["?
COH
' - To: ? ARO Mike Parker

? FRO Ken Averitte
? MRO Alan Johnson
? RRO Steve Mitchell
? waRO
WiRO =Lutherann
? WSRO ral Office)
m:
Fro
Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination ?C
Aetland determination and distance to blue-line surface at?rs on USFW topo maps
ation/avoidance issues
uffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
heck drawings for accuracy.
the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
Request to Wetland Restoration Program
from 401 Certification/Buffer applicants
To: Ron Ferrell, Wetland Restoration Program
From: John Dorney, 401 /Wetlands Unit `.
Date: (? Q
1
3
rt
Project Name: f:N ? -
DWQ Project Number. 3?d?t
County: ?h-3\o
The attached application is being forwarded to you for your determination whether or not the
Wetland Restoration Program is willing to perform mitigation for this project, contingent upon
issuance of the required Certifications and/or Approvals and payments to the WRP.
Major River Basin: (r l?
Wetland Impacts: acres riparian C?
acres_ non-riparian
acres coastal
Stream Impacts: linear feet perennial
linear feet intermittent
Buffer Impacts: ft2 Zone 1
fe Zone 2
Requested Wetland Mitigation through WRP: Q • y?acres riparian
acres non-riparian
acres coastal
Requested Stream Mitigation through WRP: linear feet perennial
I_ linear feet intermittent
Requested Buffer Mitigation through WRP: ft2 Zone 1
ft2 Zone 2
Please inform me and the appropriate DWQ Regional Office in writing within 30 days of your
receipt of this application whether or not the WRP will accept this project. Thank you for your
assistance. .
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS`
P. 0. Box 400, 266 Old Coats Road
Lillington, NC 27546
Phone [phone] / Fax [phone]
E-mail: [e-mail]
Division of Water Quality
401/WetlandsUnit
1650 Mail Service Center
Raleigh, NC 27699-1650
2 July, 2003
Reference: Williamsburg Plantation - Regency Park Section II
Onslow County, North Carolina
Action ID 200200602
Dear Diviison of Water Quality Specialist,
0,90,941
PAYMENT
RECEIVED
Enclosed please find the Pre-Construction Notification that has been prepared for the
above referenced property, located at the termination of Williamsburg Parkway, Jacksonville
Township, Onslow County, North Carolina. The residential subdivision plan has been modified
to reduce wetland impacts to 0.477 acre, and it is our belief that the proposed wetland impacts
can be authorized by WQC 3362 (USACE Nationwide Permit 39).
I trust that this provides all the information that you require to authorize the proposed
impacts. If you have any questions or need additional information, please feel free to contact me
at your convenience.
Sincerely,
, 0XW_U___
CC provided to owner:
Mr. John Koenig
6432 Yadkin Road
Fayetteville, NC 28303
[phone]
Hal Owen
Licensed Soil Scientist
Senior Environmental Scientist
WU'LMDS/401 GROUP
JUL 7 , .;;
TI N
4ATER QUALITY SEC I 1
0
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
Office Use Only: f s * J i O O& Fonn Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing PAYS TENT W vslowAOU.
RECEIVED J ut_ (a ?
1. Check all of the approval(s) requested for this project: 2003
® Section 404 Permit
? QvA?,
F1 Section 10 Permit TYSE'CTIO f
® 401 Water Quality Certification 1Y
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 (GC 3362)
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:
II. Applicant Information
1. Owner/Applicant Information
Name: John Koenig
Mailing Address: 6432 Yadkin Road
Fayetteville, NC 28303
Telephone Number: [phone]
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Hal Owen
Company Affiliation: Hal Owen & Associates, Inc.
Mailing Address: P.O. Box 400
Lillington NC 27546
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hal owen(a-)i ntrstar. net
Fax Number: [phone]
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Regency Park
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number): Williamsburg Plantation
Directions to site (include road numbers, landmarks, etc.): terminus of Williamsburg;
Parkway, in Williamsburg Plantation Development, off Gum Branch Road
5. Site coordinates, if available (UTM or Lat/Long): na
(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:
residential
7. Property size (acres): 41.81 acres
8. Nearest body of water (stream/river/sound/ocean/lake): UT to New River
9. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/:h2o.enr.state.nc.us/admin/naps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: single family home residential development
11. List the type of equipment to be used to construct the project: Bulldozers, pans,
trackhoes and other typical construction equipment
12. Describe the land use in the vicinity of this project: residential and undeveloped
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.
29 March 2002, Action ID 200200602, Notification of Jurisdictional Determination
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: na
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 fill .091 no 180 forested wetland
2 fill .069 no 500 forested wetland
3 fill .287 no 800 forested wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at I-800-358-9616, or
online at http:/hvww.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.84
Total area of wetland impact proposed: 0.447 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent'?
( leases ecif )
na

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us°s.Qoy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topwomr.cwn,
www.mayguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
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 ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
na

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, 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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The subdivision clan for Reaencv Park has been modified to minimize wetland impacts.
Where possible lot lines have been oriented to follow the wetlands so that lot fills would not be
necessary. Also two lots have been removed from this phase to minimize wetland impacts.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:/d12o.enr.state.nc.us/ncwetiands/stnn?=,ide.htm].
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.
Remaining wetlands in Regency Park Section II will be protected by restrictive covenants
Page 8 of 12
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 http://h2o.en?•.state.nc.usiwrp/index.htn,. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.477
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 (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (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 ® 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 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Lone 1 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. 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.
Maximum impervious acreage 56.7%.
XII. 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.
Public Sewer provided by the City of Jacksonville
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
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).
r
a ?/_w
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 Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
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
US Army Corps Of Engineers
Post Office Box 1000
Washington, NC 27889-1000
Telephone: [phone]
Fax: [phone]
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Beaufort Currituck Jones
Berrie Dare Lenoir
Camden Gates Martin
Carteret* Green Pamlico
Chowan Hertford Pasquotank
Craven Hyde Perquimans
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
a ooh
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 l 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 M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine 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 27699-4617
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 Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild 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
IS December, 2001
Re: Property Owner: My, John Koenig
Prudential Realty
6200 Ratnaey Street
Fayetteville, NC 28311
Property Description: Williamsburg Plantation, Gum B,-ench Road
Jacksonville Township, Onjl,jw county, North Carolina
I, 10 ti? kyr?1 G as owner of the.abc;ve referenced property, authorize
the US Army Corps of Engineers to enter the subject pxjl crty for the purpose of wetland
dclinWlon ravricw.
Owen & Associates, Inc. to act as my agent in dealings with the US
1?- Zo• c7)
Date
0a?a .o.4 7!Mo riot- 'Q 11.17Ou
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200200602
County Qn.-Jaw
Notification of Jurisdictional Determination
Properly owner: John KoenigYPrndentinl Realtors Agent- Hal Owen, Hal Own Assn inter Inc
6200 Ramsey Street Fayetteville, NC ?8111-9314 Pmt Office Box 400, Lillingtnn NC 27546
Telephone Number: Agent's [phone]
Zone: UTM or LAVLONG: North: East:
Size and Location of Property (waterbody, Highway name/number, town, etc.): The 41 5-a r & 6 2-acre tm is are located at
the tenninms of Williamsburg Parkway, in Williamsburg Plantatinn Development, off- Gum Branch Road, adjacent to New
River, in Jacksonville Onslow County North Carolina
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and surveyed.
The surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely
delineation of the wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review
it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the Corps. The
Corps will not make a final jurisdictional determination on your property without an approved survey.
X The wetlands an the properly have hcen delineated and mr-veyed depicted nn plat dated 1/?6/02 revision and the
limits of Corns jurisdiction have been explained to Tom ilnless there is a change in the law or our published
regulations this determination may he relied upon for a period not to exceed five y irs from the date of this
nntification ar the verified date of the survey Reference my InnniiT79 9002 onsite in eertion
There are no wetlands present on the above described property which are subject to the permit requirements of
Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed three years from the date of this notification.
X Th_proinct is located in one of the 20 Coastal Counties You shnuld cnntact the nearest State Office of Coastal
Management to determine their requirements
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is in
most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work
on the property restricted entirely to existing high ground. If you have any questions regarding the Corps of
Engineers regulatory program, please contact me at (910) 2514811.
Property owner/Authorized Agent Signature Project Manager Signature
Date March 29, 2002
CF.SAW Form 566
1 OCT92
Mickey Su ,
Expiration Date -March 29 9007
.. u.
W e+lona Area (4o be- pres ervea)
We41vnc?. =n.?aGl Areo-
R
AlL EASEMENTS ARE 10' DRAINAGE AND UTILITY UNLESS
y OTHERWISE NOTED.
2
?p // t e e a.. y ?}rI e L a
w-T
ss ?_ "// /\ w ?/ s I j I FI 1 aj * f. _r '? •.?'o,
ea
/ ). \ d r m
132
a i 1 od.,
/ / • / u, / / •? All
• 3 / d • ,=a / as / ? ? ,o, ? \ \/ ? ,? /I ? S ;>): I ?Wi.•r:a o?.w w.,
/ ? ?,/ •?/'?,)s as ? ? °., df\ \ H y' re / ;n. / 13
1 -1 c-
.091
zg\ ,:.
•p.Y / . •[ t TA R
mod, : ? ? ')s / ' p0? ??^?'• !/ I E4PO[) .,9.•fiD sr
.w ....< \ •', s, '? \ '''?•. 'P/ ', ' /' \ IM pGt< Area- =o.Z.Bj aC. wt rtAND (D.u .c,
rI r \ < \
u / se w 4j• tT`` / / /
53
PRELIMINARY/GENIRAt. PLAN
Y .,E•' a s• • ', •? ?• "? / / \ O1"o "" . ° `<+ GRADING & DRAINAGE PLAN
STORMWATER/EROSION CONTROL PUN
REGENCY PAPK' SECTION II
WILLIAM SBURI PLANTAHON

'l / .IC)r nl l ril ull !M1 en ,':tx''A r! ti. r n
?•?•'+ +°?? •?,\ / \ • ) \ / •Pa xwmsur e,.o ,•:,wwa,t x n+•o
• ?+ •? /:•777 / \ / \ / >•'ovt a o-sn-aeeo o•+• ,r.11'•. eoc)
xat -'ro?an . Ac xv'uo a-v-o;
/ / \ \ .aB =' r,t wot .tet't, s[n ..Atauo .. >Pe]
CRAPH-C SCALE . nfv'sto •-s-w

Z'mPoc:" Area 2
= 0.0(pq ac-
ON B RAN04 ROM
vi
ALBANY DRIVE
/ o0 a _ N
ti MAMIFID FA8W01/T
WURL
/ ALL EASEMENTS ARE 20' DRA 20' DRAINAGE AND UTILITY UNLESS T ~tia
OTHERWISE NOTED.
NOTES: VICINITY MAP - NOT TO SCALE
1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
~0 X00 ~ 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10•;
REAR-15'.
Ci \ 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS OTHERWISE NOTED.
4. LOT DIMENSIONS ARE SCALED.
N/F JOHN KOENIG
/ REGENCY P. REGENCY PARK SECT. 1 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REOUIREO. M.B. 41 P.57 SLIDE K-1104 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
D.B.1254, P 762 M.B. 41 P.57 ZONED R-7 ~~/Z(V ZONED ZONED R-7 RIP RAP AS SHOWN ON DETAIL SHEET. 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
0 / OF WAY. LOTS ARE TO REMAIN UNDISTURBED. 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
S~ 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET - 3 TO SIDEWALK PER N.C.O.O.T. AND CITY OF JACKSONVILLE'S
0 E ~/e 3 \ 8 ) ~ = SPECIFICATIONS.
ms I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS. NEWPQRT DRIVE - 60' R/W 00 13. SIGHT DISTANCE ARE 10'x70' AT INTERSECTIONS.
Q TOP. 05 CO x 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
~4+q~, 6 ) I w 1 I 7 15. SIDEWALKS WILL BE CONSTRUCTED AS REOUIRED BY CITY OF _ g JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
/ 33 A4, FIOSi. NN$ ( 1 ~ ~ 88 91 > a a 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
Q g MAP #370178-00018 WITH AN EFFECTIVE E 240. 2' < 3 ZS DATE OF FEBRUARY 15. 1985 AND FEMA MAP #370340-0190C
` \ e i I t I WITH AN EFFECTIVE DATE OF JULY 2, 1987.
}Yi !Q 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
34 a}ey 67.96 87 O # i I tl CONDITIONS PRIOR TO CONSTRUCTION k CONTRACTOR'S \ 87 b' \ - - - ' 0"T. WS RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
~7 i CO COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
\ \ 86 $ 85 - - r Q I i8. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND O m \ \ 3p ti" y I I I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
1132 92 JACKSONVILLE'S EROSION CONTROL SPECIFICATICNS.
35 / / Q1 A~ e'r A FILL AREA a q 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE \ 40,4n47 .a.n. I $ _ r 0.93a3 ovw I Q Y BLOCK FILTER (SEE DETAIL).
ULB 84 80 III I J I ~I$`- 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG PARKWAY.
104 4\ cp• 4 ~qy 4. ` I yc' 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
BUILDING SETBACK.
O3 \ 4\ ~0. rtr.yp• I ~S 4 a a 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST V OFF BACK OF CURB. \qt ~T 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
L 130 94 / ,6 102 102 8 \ \ 83 a a> WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
/tn,eEaJO p.lE / to O 8 \ \ / J.N aaa 37 8, a 47• / / ` 47/ g / 106 3' \ 79 kk s ; ON ANY ROAD 13E0 THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE. ?p O _ 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
95 / \ 101 To ' AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE. 26. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERWISE SHOWN
~7} 26. ALL HOUSES ALONG FAWN TRAIL MAY FACE FAWN TRAIL HOWEVER CORNER \ 100 \ ~y T.' \ e \ DRIVEWAYS ON CORNER LOTS SHALL CONNECTED TO THE SIDESTREETS.
W FILL AREA
38 *4~• Y•' eY 107 / FILL AREX u, 27. LOTS 67 AND 126 HAVE BEEN OMITTED. r` CL32 wR te' 0.3 oerM J~~ \ mod' \ ~r _
128 96 , /
\ 4 ~ 110 110 03 ~o1?M
77
v 4o-l I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS EMMS MADE UNUNDER EMYSLPERVVISION (DEED REFERENCES SHOWN SURVEYED J ruse 114 76 wG n \ OAFS HEREON):INDICATED BOUNDARIES NO OF PRECISION E %q C AS CALCULATED IS 1:10,000+THE RATIO
; WITNESS MY ORIQNkA~SIGNATURE, U E~~~ NUMBER AND SEAL
O p ~y/ rye / \ \ ` 111 / / 113 a4~ 75 ~ ~ THIS I I DAY OF C rwv 2091.
'ayw \ \ 120 % 118 \ 112 112
r• JOHN L PIERCE P LS ' L-
41 / ~ \ ti,~ 117 ~ \a4
/ L82 121 SD~pRO 1y / V'
/ 116 a~ \ 73 / s ve ov %908
7e7.e7' a~/ /4. aye, 22 F f
h - _ 41 W 401 GRotip
1 72 -_l

EIS 42 o4 / \ 'po
~ ~ a m ~ 124 •^8 % 71 WATER QUALIIYSECTIOAv
6 as 48 > \ \T~ _ v ' AREA RESERVED BY OWNER
O (TO REMAIN NATURAL)
N/~ PELLETIER~ , / \ 70 3 41 ACRES TOTAL AREA OF
NO ZONING S 47 V a!7~. ` ,Qy4k / ,j WETLAND IMPACT =76,102.51 S.
(1.747 AC.)
EIS 4a 26' S1 g/„0 / \4\ nu W / / '~/~SJS 69
44 _ 46 aR 52 = O ~ 59 s q'P TRACT DATA:
4 - - ZONE R-7
68 TOTAL AREA = 41.81 ACRES
LEGEND 2660 S.F. 58 60 I+ ~iq~ AVERAGE LOT SIZE - 11,900 S.F. TOTAL NUMBER OF LOTS - 98
0 SET IRON STAKE FILL AREA
MH MANHOLE ES w~ KOENIG LINEAR FEET OF STREETS - 6031 JOHN / , F9 ! D.JOHN , P. IG TYP• LOT DIMENSIONS - 85'X 140' 762 MINIMUM LOT SIZE - 7,000 S.F. (BY ZONE)
D&UE = DRAINAGE & UTILITY ESMT. WV WATER VALVE 53 57 ZONED R-7 WATER\SEWER - CITY OF JACKSONVILLE
FH FIRE HYDRANT s s Mena • / / / ~1 61 DISTURBED AREA - 40 ACRES
RCP = REINFORCED CONCRETE PIPE ar.p~?-
MBL = MINIMUM BUILDING LINE El . / / ~v ,ry S. T. - 10' X 70' SITE TRIANGLE 14N~ / 66
x 45.2 = SPOT ELEVATION / n4) FUTURE FRASER PARK WETLAND IMPACT MAP SUBDIVISION PREPARED FOR
x m- PROPOSED ELEVATION 54 / / 56 d El O
~ - DIRECTION OF FLOW 62 INV. - INVERT REGENCY PARK SECTION II
G.V. - GATE VALVE E / 2 3 ~ OF
-X-X- - SILT FENCE / N/F h e4raal ` i / 55 % 44~ 65
CB CATCH BASIN JOHN KOENIG WILLIAMSBURG PLANTATION JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
JB - JUNCTION BOX D.B.1254, P. 782 ~,r 63\ ' TBI TO BE INSTALLED ZONED R-7 ! PREPARED BY
= ROCK CHECK DAM CURVE TABLE d 4. x/(990 JOHN L. PIERCE & ASSOCIATES, P.A.
CURVE CHORD BRC CHORD DELTA RADIUS ARC TANGENT ss 4E (q S~ d JACKSONVILLE, 540
DOUBLE CONC. BLOCK FILTER Cl 41 •W 78.25 480.00 76.33 38.25 ~'a• RF ' 64 d l *00'03 M'40" 4910-346$ OLD DATE: MARCH 11, 2002 PHONE: [phone]
C2 N 4 139.27 43 190.00 142.59 74.84 - l OWNER/DEVELOPER:
C3 N 146.80 200.00 150.10 78.78 g q~ / JOHN KOENIG SCALE: 1"=100' F.6.525 PG.31
C4 1 ' 'W 105.94 9 '40 885.00 05.75 52.99 _ *000 106" CS 4.4 ' 4°W 27.88 7 6'39w 685.78 27.86 13.83 6200 RAMSEY STREET JOB III FILE NAME: REGENCY SECT II+ FAYETTEVIL.LE, NC 910-488-1976 GRAPHIC SCALE
C8 N44.4 '1 ' 29.13 1 '4 *05" 100.00 29.24 14.72 \
..n n„ na a In ,n
G/ 74 W IHO.tlO 1 J4 1a .w ua..n ao.+v \ / '1 /i ` \ \ IW V
C8 N 4 "W X96 1 1'19" 200.00 59.31 35.00 4 REVISIONS: JULY 22, 2003
09 4'4 ' 4"W 40.33 218'39" 1000.00 40.3J 20.17 96 J CIO "W 33.11 7 300.00 33.13 18.58 i (ADJUSTED WETLAND IMPACTS)
C12 N 148.41 2-49-4o- 2965.00 146.42 73.23 \ IN P'ELR' ) NOVEMBER 11, 2003
C13 N 4 2.94 9' 278500 2.94 1.47 7 / (ADJUSTED WETLAND IMPACTS) 1 inch 100 f4
PORTION OF 0.8.1254, P. 762

THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR MILUAMSA" PMKWAY
LAND SURVEYING IN NORTH CAROLINA. an
THAT THE ERROR OF CLOSURE IS N
1:10.000+. THAT THIS MAP IS NOT INTENDED TO BE RECORDED.
WITNESS MY HAND AND SEAL
THIS DAY OF~? 20A .
-AL 7
73f~F~C~F R~E~C~C-75~6- \ VICINITY SKETCH NOT TO SCALE
01 1 0 I ,~0 I
n
n~ O C~ 16 I C I I-
III ~ ! 1 / - - . I NOTES:
~Py~~~I ^ \ SETION PARK I 10I1 I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK \ 2~ \ \ I I q II I ; M 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10';
/ rho
hS~~ f rII - I- I I I 3. ALLAEASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS / / I p I I Q I I C + - I OTHERWISE NOTED.
4. LOT DIMENSIONS ARE SCALED.
24 22 #e 26 P 01 1/ N I I I S. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
Q x \ 26 3 FAIRMONT LN I ~ I I 1 OD 1 I 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
/ i 20 9 21 3~ 22 e Jr I I ~cl- I - / I I I RIP RAP AS SHOWN ON DETAIL SHEET. ~~t+l F N0 - - - - - -F- _ 8. GRADING TO BE UNITED TO RIGHT OF WAYS. CLEARING WILL
s / •8' Jr X1'41 GHT BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
404 111-11JA00 \ / _ / I / 1 ' . I I I Q~ II I I I OF WAY. LOTS ARE TO REMAIN UNDISTURBED. 9. AL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
UNE 24 / - 8ZD 1 00 1 PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
z~y 9e'1•~ / ^J I I - I I ImII I I I I 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
76 lb 10 Pti s / L I I I ?I y I 11, ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET $ fib / - I ; L~ I i - I = II Q r TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
DRAINAGE DATA: x 3O SPECIFICATIONS.
PRE- CONSTRUCTION: ~ r, TOP- 310j~}' •SB 1.p c 'q9 I ' I J I '
0- C 1 A I I r~fr -.NV.22.47 hh 26 26 \ 12. ALL CUL-DE-SAC WILL ;a ~tr\ / _ I ser2e'27E I I I I ( I 'I II I I I I I HAVE 50' RADIUS. 001 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS. 8 z > ~5 - iTtft)Q a I _ 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
0. 0.20 % 5.5 X 12.75 0- 14.03 CFS 18 d x z I STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
w2.ee FPS ~C9 27 28 a X L 15. SIDEWALKS WILL BE CONSTRUCTED AS REWIRED BY CITY OF \ 30 31 I I I I I JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
8 / 4r POST- coNSrnucnoN: Jv/~1~ d? p t k o ^8 e" / 11 , d aq 8 R& -8 II I /0 N I I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
0 - C A 17 29 R 8 ?g 32 I I I r 1 I MAP #370178-0001B WITH AN EFFECTIVE
0-0.40%7%12.75 0- 35.70 CFS h , 12 10 ti ' d' e 6 4t O R A I - 6 9 8 DATE OF FEBRUARY 15, 1985 AND FEMA MAP 0370340-0190C
V- 400 FPS 1~ di L I1g II I WITH AN EFFECTIVE DATE OF JULY 2, 1987. 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
W &Y OF Sr' ~•LT - -J I I- rn I- CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S eS~• RESPONS481LITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
a~ i xeue 13 Qt. m ~_rI _ * / ro g F 8 °a00 01' , I Z ao COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
~NV.1aa 4 C4 - - m B IV~- ^ I I-I 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
0,14 / \ 16 / J ~4b• y SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
34~~ Q ~o 7 / / 4 07 8 g I 9. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
a - w~ ~C~ ~e-/ / i 4ov. F P' 4 110. ,;z I :0. ALL CATCH BASINS TO BE PROTECTE BLOCK FILTER (SEE DETAIL).
4 er C6 s4 40 O 4 D WITH DOUBLE CONCRETE
"~z o^ cap g,: ~ Vr, 1 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG PARKWAY 8 J 1 ? $ I S ~O I E A• - / I ~ I 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
''Ate _ N~~~ N / _ @5,~. $ g O o I I G Q r BUILDING SETBACK.
a3:i 49 ~b PI- I I I 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF EACH UE CURB 3 I' 160' 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
15 >>•BB• ? I ri3 I I I 'I II I ^ II I I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
_ I 26 99 34.25' M97' 77'W 1 ,00' I I I I I - I OAD BED OFTDUCTTILE IRON PIPETOFBE ICITY ACCEP d W 25. TWENTYYLIR EA FEET THA
4:ea i AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
~ ' 2 I - - - - a I 26 ALL INTERNAL STREETS TO BE 31' BACK TO BACK. TOP-32.3 80AO'
Z INV-20.9 PROPOSED 1 Z _ EXISTING i N 13•RCP I I I TOP_ h O
INV-28.26 I II INV-28.28 Cn PIPE-N-
FZ r 32.3 I I I I I I _
RICHMOND PARK_
M SECTIONS 11 & III
n1 ~
/ RATIONAL METHOD: 0 = CIA 0 = (0.41(7)(A)
I / 1 N 0 (2.81(A)
FUTURE DEVELOPMENT ACRES
r ~ \ Y S PIPE ON OFF 4GRADE CPS SIZEI IN) IENGTNI FTI
A 0 1.10 0.35 3.1 158
B 0.39 1.10 0.35 4.2 18 35
C 0.63 1.82 0.35 6. 9 24 193 /<F / \ I D 0.61 0 1.05 1.7 15 189
E 1.24 1.82 0.35 8.6 ?4 226
F 0.55 0 10.87 1.5 15 27
7~1 V 0 2.35 1.82 0.35 11 1 24 330 H 3.02 1.82 0.35 13 6 30 27
I 3.69 1.82 0.35 15.4 30 782 J 3.69 1.82 0.35 15.4 30 ?35
K 0.75 0 0.3h 2.1 it, 27
L 5.24 1.82 0 35 19 8 30 167 M 5.24 1.82 0.50 19.8 42 252
N 0.29 0 0.35 0.80 15 28
0 i 12.25 2.54 TO O 4„(,MP) 63
NOTE: ALL PIPES AREA TO 8E REINFORCED CONCRETE PIPE IPCPI
- UNLESS OTHERWISE NOTED.
M INTENANCE PLAN NOTE: P NOTE: NO WETLANDS DELINIATEC UNLESS SHOWN HEREON
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- GENERAL GRADING & DRAINAGE PLAN
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL LEGEND STORMWATER/EROSION CONTROL PLAN
PRACTICES AS DESIGNED. 0 = SET IRON STAKE PREPARED FOR
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED D&JE = DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I OF
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS WN/
- PROPERLY. 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH _ WATER VALVE OWNER/DEVELOPER iVILLIAMSBURG PLANTATION RCP FIRE REINFORCED HYDRANT CONCRETE PIPE R JOHN KOENIG JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE MBL = MINIMUM BUILDING LINE 6200 RAMSEY STREET
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. S.T. - 10' X 7C SITE TRIANGLE FAYETTEJILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, X 45.2 - SPOT ELEVATION 910-488-1976 JOHN L PIERCE & ASSOCIATES _P.A. X®- PROPOSED ELEVATION TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 1~,a~>~ INV. INVERT
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE O4MER WILL PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY S70RMWATER AND ALL .V = DIRECTION OF FLOW PHONE [phone] DATE: NOVEMBER 3, 2000 G.V GATE VALVE ZONE R-7 TOTA AREA [ 75 ACRES •'~glj. CA iV~.• r SCALE: 1 100' F.B. PG. -X-X- SILT FENCE AVEPA~ j,:,T SIZE - 11,900 S.F. F J09 i FILE NAME:
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. Io CB CATCH BASIN TOTAL NUMBER OF OTS 3na GRAPHIC SCALE REVISED: 12/08/00
Iona .i - ,.C M.
TEW - TO BE INS'ALLED TYP. LOT DIMENSIONS = 85'X Ia0' %A L f
'tl0 0 !D 100 700 400 ROCK CHECK DAM MINIMUM LOT SIZE = 7,000 S.F. (BY ZONE G~ w -
~-T WATER\SEWCR - CITY 7A JACKSONVILLE !'RES tKEF~=°l~.'~ DOUBLE CON:- BLOCK F;LTEP. DISTURBED AREA 12 - L1 1
b M NE ( Dt rM SHEET I OF 9
i inah 100 ft
762 REF . , 54
w -

THIS iS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRAC1IMIffi k c r ' LAND SURVEYING IN NORTH CAROLINA. IR ~ WKLIAM9BURC PARKWAY
THAT THE ERROR OF CLOSURE IS z~a
1:10,000+. THAT THIS MAP IS ~ t . M
NOT INTENDED TO BE RECORDED. ?T <'ryf c5J1 ~y WITNESS MY HAND AND SEAL N
THIS;'fDAY OFjN20.1 r 4 v Y
E
JOHN CL~~ 2348 7
VICINITY SKETCH
\ NOT TO SCALE
r 0 r
\ 1' \ B IF-
11 I c G~ 16 I II I \ 00 I I
HYDE PARK I I I + - - - - - I NOTES. r P. I SECTION I I O
_ 2. SETBACKS: FRON I 35; 'ALA rNFf t -IA' ''i101 10" pro
1~ I I ~~II 1 I 1 ACTUAL PROPERTY IINF RUN% UTH CENTL.R Of i1111K 0 r Y ` , I REAR 15. 4~ ~ ~ ~ ~ I I I Ill ~--I ~ 3. ALL EASEMENTS ARf 20' URMNA(:F AND UI'IIITf ONIFS:
- - - OTHERWISE NOTED
/ - _ \ I b 1~II I 4 LOT DIMENS40NS ARF %LALED
O ON i I A I~ I I I I I I I f, SOIL DISPOSAL AND DEBRIS WAIL OF HAULED it PrfoJ1pE'D FAIRQ 00
20 2t 3,2 22 \ 7. ALL FLARED END SECtIONS TO DF LINED WITH CLASS ()NE / N T LN. / - \ I I III I I I RIP RAP AS SHOWN ON DETAIL SHEET.
8. GRADING TO BE LIMITED TO RIGHT OF WAYS, CLEARING WILL
I:~1~ I BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT I I- - ; I I OF WAY LOTS ARE TO REMAIN UNDISTURBED
22 ~B1s ~Q~ ~1 23 / ' / _ I I I I I I I
PbZhg '`i^ 24 24 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20• RADIUS AND O 25 Coll 00 1 PAVEMENT INTERSECTS TO HAVE 30' RADIUS
10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER. p~ a _ ~Irl ICI I I}r& ~ r r ~ I _ 11. ALL INTERSECTIONS WALL HAVE HANDICAP RAMPS FROM STREE'
/ ry' I ' 'I I p r-j TO SIDEWALK PER N.C.D,O.T. AND CITY OF JACKSONVILLE'S
i \ \ / I - I 16I I i II I I J1 I SPECIFICATIONS.
g p \ - I I - J I I I l 3 I r 0\ I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS. 26 - III I b I I 00 I I I 13. SIGHT DISTANCE ARE 10•X70' AT INTERSECTIONS.
_ U I l 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
18 1 27 O I I l _ STREET INTERSECTIONS ACCORDING TO CITY STANDARDS. \ 28 30 31 Ee I i j I I AIL - - - - r I 15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
d N-'}; JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
\ q Il i I l II ' I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
.4, R 43 29 4 32 ; I I Y I I r I I I MAP #1370178-00018 WITH AN EFFECTIVE . aN i I I I DATE OF FEBRUARY 15, 1985 AND FEMA MAP #1370340-0190C
_ _ - - - - _ - S o b~ I I I I 1 - _ - I I WITH AN EFFECTIVE DATE OF JULY 2, 1987.
- - - 1 ss ue I I d r - 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
13 # s i I Il r CONDITIONS PRIOR TO CONSTRUCTION ?4 CONTRACTOR'S 1 I ' I I I RESPONSIBILTY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
~ / ~ftt 06 00 r I I COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. J# 8 I I
_ I I - , 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND \ _ ' I I I I I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
A
14 O I I L - - - - _ _ JACKSONVtLLE'S EROSION CONTROL SPECIFICATIONS. m I II-~ I 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
O _ c I rPw b l I 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE - I I ii I- 9i f . I II I ^ I BLOCK FILTER (SEE DETAIL).
o aUg` 4~I r I r` I I I 21. DRIVEWAY ACCESS WALL NOT BE ALLOWED ALONG WALUAMSBURG PARKWAY.
Q _ O O i
3 IsO h I I I I I I _ - - 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM p ! BUILDING SETBACK.
4 N ~e 15 y -I I I ! I I I cD 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB. ' I 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
AI I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
I ~ E I I F. ON ANY ROAD BW THAT 15 10 BE ACCEBRD FOR CITY MAINTENANCE. I I cr., I I I Z 25. TWENTY LINEAR FEET OF DUCTLE IRON PPE TO BE INSTALLED
t - - - - AT ALL CROSSINGS OF WATER LINE AND REIWORED CONCRETE PPE.
i I J I 26. ALL INTNWAL STREETS TO BE 31' BACK TO BACK.
Sglt ~2 „ ; I I n O
m
o - ~r I ~I I _ I
70- I I ~I 11 I _ ~ -"9 I INV ~ II i r
y INV -1fl.W RICHMOND PARK Iw I -
i SECTIONS 11 1, 111
j
I~r
FOTURE DEVELOPMENT
\ " k a'k
i
33 f
i
MAINTENANCE PLAN NOTE: NO WETLANDS DEUNIATED UNLESS SHOWN HEREON
?-A,1 EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK ANY NEEDED REPAIRS MALL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. LEGEND WATER & SEWER PLAN
2-SEDIMEN- MILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY 0 = SET IRON STAKE
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED MH = MANHOLE PREPARED FOR D6dJE - DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS WV = WATER VALVE OF
PROPERLY. 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FIRE HYDRANT
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP OWNER/DEVELOPER: WILLIAMSBURG PLANTATION R = MIREINFORCED NIMUM BUILDING CONCRETE LINE PIPE JOHN KOENIG MBL MINIMUM BU 6200 RAMSEY STREE' JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
SEDIMENT FENCE MALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER S.T. 10' X 70' SITE TRIANGLE FAYETTEVILLE, NL PREPARED BY
4-ALL SEEDED AREAS MALL BE FERTIUZED, RESEEDED AS NECESSARY, x 45.2 = SPOT ELEVATION 910--488-1.976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE x PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES. P.A. ® =
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER_ 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY = DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 INV. = INVERT PHONE: [phone] DATE: NOVEMBER 3, 2000
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. a GATE VALVE ZONE = R-7 `,~„t Neenej~.
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- = SILT FENCE TOTAL AREA = 12.75 ACRES T1R r•, SCALE: 1"= 100' F.B. PG. CB CATCH BASIN AVERAGE LOT SIZE = 11,900 S.FC~~{ °p JOB # FILE NAME:
N_r TATAI wILIGCO (Y I f1TC - 19 W .1 -
F, JB = JUNCTION BOX LINEAR FEET OF STREETS =v1909 ~t v ; GRAPHIC SCALE REVISED REVISED: : 12/08/00
y# TBI TO BE INSTALLED 01/15/01 TYP. LOT DIMENSIONS 85-X 140' 7 5 k. x
1{ 4 a r = ROC( CHECK DAM MINIMUM LOT SIZE = 7.000 S.F. (BY ZON i I; J 100 ° e° 100 2°° 400
1 Y' y 4ry3 'i. WATER\SEWER = CITY OF JACKSON 1L'E DOUBLE CONC. BLOCK FILTER DISTURBED AREA = 12 ACRES
•a SHEET 2 OF 9 •~~'+ar•hsu'"- I inch = 100 ft
Y ~
~ ~ y

T
NOTES:
1. LOCATION Of COSTING WA7M R SEWER MAINS TO BE VGKD / AT TW OF OONSIRUCn01l
i 2 CONTRACTOR TO MAINTAIN 16' VERTICAL OR 10' H6fgONTAL
WARAiION IIIE1NEEN WARM AND SEWER MAINS ( NCAC TITLE 15A• V I WOMAP70 16C, SECTION .0606} O. l
I CONTRACTOR TO LAY FORCE MAW AT EXTRA DEPTH 1D AVOID CONFLICTS WTTN STORM DRAINAGE OR OTHER uTuT1E61 /
jN0i / 4. SEWER TREATMENT BY CITY OF JAOCSONNLLE. s. OF ALL JACKSO! ALE SPEC0CA1IO PRACTICES SHALL Y ET an
~i 6. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS MID EXISTING Oy,
z CONDITIONS PRIOR TO CONSTRUCTION. O 7. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL.
EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING. `
W 1 n ZO
1 ;0 I a Z Q Z ~ 1 I l ~ ~ 'o nn
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J N .Q 1 1' ~ ~ ~ ~ ~ Cr
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Z a .Q srn: 00+0 00 0 M N 4 N T1 01
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NEWPORT DRIVE - 61 - ° 60' R/
SCALE HORIZONTAL = I'= LO' 40'
VFRTICAL = 4' 4' ---6 - WATER SERVICE
SEWER SERVICE
P T +5
P LE 3. 0 VI S A 8- 00 IT r En n
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9+00 10+00
i u Tz;. REGENCY PARK SECT. PROPERTY OF: S 8 1 NEWPORT DRI Vt
JOHN KOENIG
•I u of .env nn.,.111 1 r 71un ^&101 ^111 P^II\ITV \I^M1 L1 P AM^I MIA
i m ncJAv r\0VIVVILLC Iran, VI`IALV" wV141 r, nVRIn %-AI[VLIIVFi
6+00 7+00 6+00 1'r' J SHEET NO.
O+00 1+00 2+00 3+00 4+00 5+00 6+00
JOHN L. PIERCE & ASSOCIATES, P.A. 3 OF 9
LAND SURVEYING - LAND PLANNING - YAPPING
409 JOHNSON BLVD. - JACKBONVEUX, N.C. - 28540 DISK
REVISED DECEMBER a :000 Phone [phone] - Fax [phone] FILENAME I -I
WiO V 3, 2000 SCALE AS NOTED DRAWN BNJ DESIGNED DN J08 NO.

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NOTE: ALL PIPES ARE REINFORCED CONCRETE (RCP) UNLESS OTIERMSE NOTED
ACRF9 Q ON OFF W GRADE CIS SIZt 11, C r:,I' rv0 0.5, a-35 E s ss
MAINTENANCE PLAN a c 5 c 31 s 205 id GUNI BRANCH ROAD
. 1 31 0.51 0.35 4.12 15 238 NOTES:
1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT THAT THIS PLAT WAS - . 30 C 3 , '2 2 t-855 LF OF 4"HDPE(N-12) PIPE ION FROM AN ACTUAL SURVEY E 3.74 0 s~ 0 31 9.6. 24 n
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED DRAWN UNDER MY SUPERVISION FROM AN A FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- MADE UNDER MY SUPERVISION (DEED REFER F 5 0 0 0.31 4 53 24 1 TO BE INSTALLED. WCNYONO OIB~E IN (DEED REFERENCES SHOWN 01 C s C 36 .4.83 24 8,4
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. HEREON); THAT THE BOUNDARIES NOT SUR1 2-CONTRACTOR TO AVOID ALL 4RIES NOT SURVEYED ARE 6 U1 0.s 0.3E ~4 B3 2i 269 n 6 54 0.51 0.35 16.14 24 CONFLICTS WITH UTILITIES
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL CLEARLY INDICATED; THAT THE RATIO OF PF PRACTICES AS DESIGNED AS CALCULATED IS 1:10,000+; WITNESS MY HE RATIO OF PRECISION ' 6 )9 0. 5I 0 3s 17 06 30 +su ugµY pByE WITNESS MY r 6.99 0.5: 0.31 1:.06 30 18 3-CONTRACTOR TO BE RESPON-
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK ORIGINAL SIGNATURE, 'A *E NUMBER Al NUMBER AND AL 1 6 09 0.50.3: .06 30 ,46 i 7 4 0 35 8 30 346 SIBLE FOR ALL SEDIMENTATION a Z
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY THIS_ DAY. AF,.yr_ , 20 0.35 9 ' 0 346 AND EROSION CONTROL MEASURES. • a 7. a4 0.st 0.32 19 (1, 3a 39o NAYFELD
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS a '.'2 oO 0.70 2.50 1.5 3 4-ONLY NON-WOVEN GEOTEXTILE couRT F'OXt O 2 4 0.00 0.64 5,62 'B 19
PROPERLY.---_. 0 2.71 0-C0 0.64 F, 17 aa7 TO BE USED. T err 2 - 5 5 62 100 0.35 12 -9 24 "11 1
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE JOHN L PIERCE WHEN IT BECOMES ABOUT 01'3 FT DEEP AT THE FENCE. THE / 5-PIPE TO BE TIED INTO ' 6.07 0.35 18.36 39 316 2 9 75 c oa c 35 22.16 30 PROPOSED DRAINAGE SYSTEM
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A ~(V t v6 4 - cc 0.35 21 36 5' SITE I e4 11 cc L 7 7 77 7 c C OC 0, 31, 40 40.43 42 49 ONCE NEXT SECTION IS
BARRIER. i'. :9.46 1 . C 0.35 44.2- 21c DEVELOPED
4-ALL SEEDED AREAS ALL BE FERTILIZED RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE -Y03 _t 20 79 ^ OO 0 31 47 30 4,. 59 S p' 21 63 n 00 0 3:, 49.21 42 4 2,. 2, 63 +9.21 i2 - -
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. " 23 13 1 F6 z e2 42(cvv NOTES: VICINITY MAP - NOT TO SGA we 0 SIG c. 66 39 _
O 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER ALL PERPETUALLY a? 4 C. iS 2.3' 5 56
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. J / 0~ y~ryN~ \ 9 a 3 9 35 1.98 is v 1. ACTUAL PROPERTY LINE RUNS MATH CENTER OF CREEK. 00 , as a o 49 3 82 5
E B 1 03 0,49 2 34 1 i5 2069 2. SETBACKS: FRONT-35'; SIDE STREET-15•; SIDE-10'; P 5.. IF . s+ 0 as 3. 46 's 09 REAR-15'.
.:r 224 a c0 0.49 5 ,e 8 '6z 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS 2 31 c.00 . 08 5.26 i3 30 OTHERWISE NOTED.
N/F 1 1 46 0-00 1136 1.92 i6 146 !1 3 48 0.00 1108 7 92 to 300 4. LOT DIMENSIONS ARE SCALED.
JOHN KOENIG ~A~ - - / - REGENCY F 0.23 C.a2 a a -1.02 146 n, REGENCY PARK SECT.1 L 6 0.60 0 3 . 36 5 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
0.8ONE P. 762 . Q'~ M.M,11, 41 P.57 ZONED R-7 - ~ 2 M.B. 41 P.57 SLIDE K-1104 uN 1.20 0.00 1.35 15 83 7. ALL FLARED ENO SECTIONS TO BE LINED WITH CLASS ONE
/ 1 / (V 1",7- ~r/ / / ZONED EIS ZONED R-7 6•A RIP RAP AS SHOWN ON DETAIL SHEET. ~0:3s 6 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL.
0 '2.275' LT' BE AN ADDITIONAL 10 FOOT MOTH ON EACH SIDE OF RIGHT
/ OF WAY. LOTS ARE TO REMAIN UNDISTURBED I/ 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
/ PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
Jo 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
O SPECIFICATIONS.
505.1 4 / ETOP-3288 / SQ*Yr N NEWPORT DRIVE - 60' R/W Q a 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS. 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
- S 75.19 4~ mwaaDS rnp~~aWe~w O ?i•F / I I 0.7 I Y 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
JMme. I I I - N c STREET INTERSECTIONS ACCORDING TO CITY STANDARDS. EAST-' - d2 CB .zJ Z 15. SIDEWALKS WILL BE CONSTRUCTED AS REOUIRED BY CITY OF
DRAINAGE DATA: »s i d 11. .55. RS TOP n~v z~.aa ~ _ ~ a JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
PRE- CONSTRUCTION- 90 89 y 88 / / a a 16 THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
e a=o20X5.5X 41:61 °irofi ws, ~ was, 87ze MAP /370178-00018 WITH AN EFFECTIVE 'zr E zw. z' P, 1= 3 I OATS OF FEBRUARY 15, 1985 AND FEMA MAP /370340-0190C
i 0= 45.99 CFS / PROP. / TOP 31 S~ n- (r ( MATH AN EFFECTIVE DATE OF JULY 2, 1987.
V=1.58 FPS s r i y~rx~m ti 91 / a Ex 34 4 ez°em '4 wwze.T - a: 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
POST- CONSTRUCTION: ~CCONSTRUCTION Z, 87 LQ4 / 87 Ewsr. ws I~ ¢ CONDITIONS PRIOR TO CONSTRUCTION k CONTRACTOR'S i~sr \ / - 7 N ( R RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
ENTRANCE ~ \ 0 - G I A n 0 a35 x 6-5 x u.81 132 \ \ 86 777 - C7 COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
0- = 95.12 CF9 1 ' NATURAL v= 1.91 FPS „ GRAIN 92 ~y~ M e 3 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
` ND DITCH) 35 b v°8 y Q ~C N .~z~ z k \ .I r 's • zi SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF D JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
-.A g OQ wA , $ iss,eT'~ gpoo \ \ ej\ eY 81 14 ^ :2 st CE 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. Is EN
n ~ u"7~ 131 Q 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE v~°.§4 wQO. + .s 80, I zj I r " BLOCK FILTER (SEE DETAIL).
' t GET 1ENa, 1 { ( , ~~#A~ 8 8 d o y o 93 kkb~PU 28 104 4Tro\~ 4 84 qd 82 I s 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILIJAMSBURG PARKWAY.
30 105 103 \ 00 : J I n 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
03 8 \ \ 161,7w I t$ a BUILDING SETBACK.
qX// bs LAs :,.v a°e yx~ SILT FEN \ . Ej ~,v4 I e t3° o a 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB. 102 W 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
AtAA~ m,sen5a wn. ~y ` / zee awr / 37 / b' b• {`~t~ 5 v 8 8rv y y ? V A 83 j~ ~s = m WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
h~l b 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED \180 \ 101 \ *~~i,A \ 9 n / AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
' 129 ~ ° / ~~Q Ay" 410• 8 26. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERWISE SHOWN
mm / 109 ~y hQJe AF 26. ALL HOUSES ALONG FAWN TRAIL MAY FACE FAWN TRAIL HOWEVER CORNER \ 100 43 . k `~;SeA
}y R?s' " °"b'T'q 38 IF~' 107 DRIVEWAYS ON CORNER LOTS SHALL BE CONNECTED TO THE SIDESTREETS 4y,• /i ~no "4t 27. LOTS 67 AND 126 HAVE BEEN OMITTED.
J~ / 28. SIDEWALKS ARE TO BE 4' WIDE AND HANDICAP ACCESSIBLE. ?5 ~e~ \ i"8!, ~7 78
' ra3 V l 128 96 Jr ~1. R, 110 Gp
ti S ~110 c 12426 v ,,~Fy / 8 ,1 0 106 6 y , 99 / / EJa
, 22
QP? 77 ' i N'`Q~~RI U
127
, r aTSS 114 76 4 \ Irv=1Ea \ \ ~j~ ~~R~
j 11s a~ a °111 /
39 98
N01E Lan aae a \'i y\ / 113 re. 75 L i D VAH LESS THAN 12%
` JO 011EWAY91NF0 R/ 120 112 3a. O ze150 A 112 ca ' I oR ssSING TI N~a 20 wEVE
I 13 ti 11a qb~ Q3. Q - - I FOOT COMPACTED LIFTS
t Al ~l aryl /
SILT FENCE a ?B 117 ~4. L~ 1~a L / ' cP 74 .P - APArAMPEO wTH A r?upcER ry\ ~ o, ~ ~ ~ / '0o J ? o ,ci-'IMP , ~ ' ~ I _ `J
q 22' _4 yd sty ~ \ < 121 ; h of . I
I
116 ' SF SF .ez i / 8 f+ oL `t' ~.4• . 122 D_.. ~b• 0 73
~syC, o.57 N
I°~ ~ ¢ ~d° qR? 49 nary 4. q ~ ~Aaiti A 173 115 k bq r ` 72 14 "HOPE STONE ' • ~ PIPE R 4
EIS SF (:4j~2) .4
48 124 r¢ u, < .Q,• - - III- I N< ~ I I
GEOTEXTILE FABRIC
43 tr\, a 50 TO COMPLETELY WRAP
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GD SUB-SURFACE DRAIN
EIS 4fi \ 45.26• O e./np \ 7 6S as DETAIL
I NOT TO SCALE
46 IOA, 1 5 404 WETLAND AREA TRACT DATA: (CURRENTLY UNDER
404 AETLAND AREA j s 45 0 52 µA.'`0, (CURRENTLY UNDER 0 e A~ G \ 68 IEIAEW BY U.S. CORPS 68 OF ENCINEERS FOR FILL ZONE - R-7
. w. ,D N p RENEW BY U.S CORPS LEGEND OF ENGINEERS FOR Ru { `7:•0, SILT FENCE • 58 60 = `Tr. °T1 TOTAL AREA = 49.45 ACRES
o = SET IRON STAKE PERU ~i X04 o ac N AVERAGE LOT SIZE = 11,900 S.F. / CD N/F TOTAL NUMBER OF LOTS = 98
N 4' MH = MANHOLE -v\ / JOHN KOENIG LINEAR FEET OF STREETS = 6221
D&UE = DRAINAGE & UnLITY ESMT 53 4r •Q' v•~' ' ° 7 WV = WATER VALVE S7 P~ ~Z D.8.1254, P. 762 TYP. LOT DIMENSIONS - 85'X 140' REVISED E PRELIMINARY/GENERAL PLAN
m TH FIRE HYDRANT S B he>. Z ! 61 L CITY 7.000 ACKSONVILZONE) ZONED R-7 - WATER\SEWELOT R SIZE -
RCP = REINFORCED CONCRETE PIPE ee.'Ut x~ Q ' DISTURBED AREA = 4C ACRES
e MBL = MINIMUM BUILDING LINE pr?cb ST = 10' X 70' SITE TRIANGLE RS ~b• v r 3 TOTAL ACREAGE IN REMNANT TRACT =±1462.6 GRADING & DRAINAGE PLAN
x 45 2 = SPOT ELEVATION kill 66 \
x ® = PROPOSED ELEVATION 4 FUTURE FRASER PARK STORMWATER/EROSION CONTROL PLAN SUBDIVISION - PREPARED FOR
=p = DIRECTION OF FLOW ' INV. = INVERT Hop 62 V 4T4
G. V. GATE VALVE ,p. TDSj•w j CD e REGENCY PARK SECTION II
-X-X- = SILT FENCE J/ N/F kb,r ~0y. 1 .
CB = CATCH BASIN JOHN KOENIG 55 Ati~ 65 ' JB JUNCTION BOX D.B.1254, P. 762 0 \ ti° N\ WILLIAMSBURG PLANTATION
TO BE INSTALLED ZONED R-7 , 4 E8P 63 ~~t• / y~ f , a JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
ROCK CHECK DAM t6 4 " PREPARED BY
if
= DOUBLE GONG BLOCK FFTER SIS ''~4Q R CURVE TABLE 64 140 " JOHN L. PIERCE & ASSOCIATES, P.A.
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: [phone] DATE: MARCH 11, 2002
Cl S41'00'05"W 76.25 9'06'40" 480.00 76.33 38.25 • q- / j OWNER/DEVELOPER" s q SCALE: 1"=100' F.8.525 PG.31 REVISED 8-13-02
C2 N24'03'25'E 139.27 43'99'00' 190.00 142.59 74.84 / JOHN KOENIG JOB # FILE NAME: REGENCY SECT 11+ REVISED 4-30-02
C3 N24'03'25'E 146.60 43'00'00' 200.00 150.10 78.78 WNDHAM LANE NOT TO BE EXTENDED CSI 541'00'05"W 105.64 9'06'40° 665.00 105.75 52.99 (AC 'WnVM nM MACTTR PI AN) RFreIIRF - 6200 RAMSEY STRE41 A FAYETTEVILLE, NC GRAPHIC, SCALF, acvlccn a_s-n?
C5 N54'42344W 27.66 21839" 685.78 27.66 13.83 OF EXCESSIVE IMPACT ON DESIGNATED
C6 N44'49'18"E 29.13 16'4505' 100.00 29.24 14.72 ILWE_TLANDS) ss No/ REVISED 9-06-02400 w a so loo 2w 1
C7 S74'55'06"W 195.96 81'34'00" 150.00 213.54 129.40 REVISIONS: 2/19/02 SHIFT W.L. - HARTFORD LN.
C8 N54'22ia'W 68.96 19'51'19" 200.00 69.31 35.00 C9 N54'42 34'W 40.33 2-18-39- 1000.00 40.33 20.17 6/11/03 CONVERTED WINOAM INTO REVISED 10-08-02
CIO 534 3F 35'W 33.11 6'19'39' 300.00 33.13 16.58 AL A!_r EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS 5-1111-03 TRC COMMENTS ~ FEET REVISED 10-09-02
PORTION OF D.81254. P. 762 C12 1464 249'46" 2965.00 146.42 73.23 `HE P WI SE N 0 TE rl 9-4-03 ADDED SUBSURFACF DRAIN SHEET 1 16
C13 2.94 0'03'39" 2765.00 2.94 1.47 n EVISED 11-127-inc02 h REVI100 ttSED 12-17-02 11-07-03 REVISE?, EWNGTON PLACE
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