20040848 Ver 1_COMPLETE FILE_20080524

of W ArFq Michael F. Easley, Governor
\p? QG William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E., Director
Division oY Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
T611AUNI W9 VS, 11 40"1 GROUP
July 16, 2004
Beaver Creek Investors, Inc. JUL 2 1 2004
c/o Betty Bullock
P.O. Box 1685 WATER QUALITY SECTION
Jacksonville, NC 28541
SUBJECT: Approval of 401 Water Quality Certification
and Additional Conditions
Phillips Ridge S/D
DWQ Project # 04-0848
Onslow County
Dear Ms. Bullock:
You have our approval, in accordance with the attached conditions (WQC #3402), to do the following
activity at your property located at the intersection of Queen's Creek Road and Henson Road in Onslow
County. This approval allows you to:
1. Pipe and fill approximately 0.08 acres of wetlands for a road crossing.
This approval is only valid for the purpose and design that you described in you Pre-Construction
Notification (PCN) application received by the Division of Water Quality (DWQ) on May 24, 2004.
After reviewing your application, we have determined that General Water Quality Certification Number
3402 covers this activity. This Certification can also be found on line at:
http://h2o.enr.state.nc.us/ncwetlands/certs.html. This Certification (#3402) allows you to use your 404
Permit when the Corps of Engineers issues it. Please keep in mind that there may be additional Federal,
State or Local regulations applicable to your project, such as (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations, NPDES Stormwater and Coastal
Stormwater. In addition, this approval will expire when the accompanying 404 Permit expires
unless otherwise specified in the General Certification.
Please be aware that if you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the 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). For this approval to be valid, you must follow the conditions listed in the attached certification and
the additional conditions listed below and on the following page:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-construction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur;
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
-U-N 4 .
Beaver Creek Investors, Inc.
Ms Betty Bullock
Page Two
DWQ Project #040848
July 16, 2004
2. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to this office and a copy to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Please notify the Wilmington Regional Office at [phone]) if any problem arises during the
construction of the project that may affect water quality.
Please read the attached conditions. 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 conforming 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 DWQ Permit # 040848. If you have any questions, please
telephone Rick Shiver or Joanne Steenhuis at 910-395-3900.
Sincerely,

Alan W. Klimek, P.E.
Director, Division of Water Quality
Attachments: GC # 3402
Certificate of Completion
cc: Lillette Grande - Corps of Engineers Wilmington Field Office
Cyndi Karoly - 401/Wetland Unit, Central Office
Onslow County Building inspector
WiRO
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Birk Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Phillips Ridge c% Beaver Creek Investors County Onslow
Project Number 04 0848 County2
Recvd From APP Region Wilmington
Received Date 5/24/04 Recvd By Region
Project Type residential S/D
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 forested FT-0-
Y O N F_ 19-41-16-4 SA HQW 30,501. 0.08 I F I -
Mitigation Wetland
MitigationType Type Acres Feet
I F-- r F_
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/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This eject has been placed on hold for additional information. The letter was dated July 1 2004.
JHS 7/1/64
The 401 water quality certification was issued on July 16- 2004, JHS
cc: Regional Office
Central Office Page Number 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 Phillips Ridge c% Beaver Creek Investors
Project Number 04 0848
Recvd From APP
Received Date 5/24/04 Recvd By Region
Project Type residential S/D
Certificates
Permit Wetland
Type Type
39 forested
Mitigation
MitigationType
County Onslow
County2
Region Wilmington
Stream
Wetland Wetland Stream Class Acres Feet
Impact Score Index Prim. Supp. Basin Req. Req.
I Y _0N r 19-41-16-4 SA HQW 30,501. 0.08
Wetland
Type Acres Feet
Stream Impacts (ft.)
ME_
F_ F_
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:
cc: Regional Office
Central Office Page Number 1
Jvr11V L. r1n1[Lr? aL A33Uk..1AAr?3, Y.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. JoAnne Steenhuis
N.U.Department of Environment
& Natural Reseurees
N.C. Division of Water Quality
T2 Cardinal Drive Extension
WE ARE SENDING YOU
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
? CHANGE ORDER
letter of transmittal
DATE JOB NO.
July 19, 2004
ATTENTION
JoAnne Steenhuis
RF:
Phillips Ridge
? UNDER SEPARATE COVER VIA
? PLANS ? SAMPLES
1-1
_THE FOLLOWING ITEMS:
? SPECIFICATIONS
COPIES DATE NUMBER DESCRIPTION
1 Set of revised plans
1 Revised restrictive covenants (proposed)
1
Copy of your lpttpr rhated 711/04
1 T-Pffer of
ex
lanati
,
1 p
on
Copy of "Boundary & Wetlands" ma
1 Co of permit from US Co s of Engineers
W

jut

/1

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
? For bids due
? Prints returned after loan to us
REMARKS Should you need any additional
information, please let us know.
SIGNED \ Z
cc: Cyndi Karoly

P.O. Box 1685
Jacksonville, NC 28541
July 8, 2003
Ms. Joanne Steenhuis, Environmental Specialist III
N.C. Department of Environment and Natural Resources
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Phillips Ridge
Dear Ms. Steenhuis:

409 Johnson Blvd.
Jacksonville, NC 28540
WETLANDS/ 401 GR(1U
JUL. 12 ..2U(,
WATER QUALITY SEA TIQN
We are in receipt of your letter dated July 1, 2004 pertaining to the Phillips Ridge project.
I have enclosed a set of revised plans per your request.
In item #3 of your letter you requested the relocation of the drainage easement out of the
wetlands area. There is a natural drainage located where we show the easement and the
County requires a drainage easement for natural drains. However, we have changed the
easement to drainage easement only and eliminated the utility easement. There are no
plans for improvements along with drainage with the exception of the crossings as
applied for.
Should you have any questions or need any additional information concerning this
project, please give me a call.
Sincerely,
t 01,
John L. Pierce
JOHN L. PIERCE & ASSOCIATES P.A.
Jp/bb
Encl.
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING • LAND PLANNING • MAPPING
CIVIL ENGINEERING
OFFICE: 910-346-9800
FAX: [phone]
E-MAIL: [e-mail]
LOTS. FARMLAND AND WOODLAND SURVEYING • SITE PLANNING • SUBDIVISION LAYOUT • LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING • TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit / Risk Assessment
y Michael F. Easley, Governor
?OV r94
e ' ?? t) 'P G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> H Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 1, 2004
t
N
3.
-? I 5.
f

7
8
CERTIFIED MAIL: 7002 1000 0005 2389 7310
RETURN RECEIPT REQUESTED
Beaver Creek Investors, Inc.
c/o Betty Bullock
P.O. Box 1685
Jacksonville, NC 28541
Dear Ms. Bullock:
WETLANDS/401 GROUP
JVL 1 2 ..2004
WATER QUALITySECTION
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Phillips Ridge Subdivision
DWQ Project # 04-0848
Onslow County
This Office has reviewed your Pre Construction Notification application and is placing
your project on hold until we receive the following additional information:
Please clearly show a cross section of the proposed road crossing and culvert and
include the slope protection;
Please send a copy of the signed wetland jurisdictional determination for the property;
Please relocate the drainage easements out of the center of the wetland fingers or give
a detailed explanation of how the drainage easement shown will not be impacting the
adjacent wetlands (show cross sections);
Please show on the plan the types of utilities to be placed in the wetlands and the
amount of wetland impacts associated with them (try to minimize wetland impacts);
All lots are not shown as accessible and only one of these is indicated as a septic lot,
please indicate how they will be accessed or their purpose;
Due to the lot setbacks, DIATQ is concerned that all lots will not be buildable without
additional impacts to wetlands. Please indicate on the plans, the building footprint
including the size of the fill pad for all lots (some lots will require fairly large fill
pads due to the amount of slope located on the lot), to indicate that all lots are
buildable without additional wetland impacts or include the request for the minimal
additional wetland impacts necessary;
Please include a copy of the restrictive covenants or deed restrictions that will protect
the remaining wetlands in the subdivision from additional impacts;
Please send a larger copy of the plans.
N. C. Division of Water Quality 127 Cardinal Drive Extension (910) 395 4A'
Wilmington Regional Office Wilmington, NC 28405 -3900 Customer Service'
[phone] Fax [phone]
Page Two
„ Bbti-y Bullock
July 1, 2004
Please respond within three weeks of the date of this letter by sending a copy of the
information to Joanne Steenhuis 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 (910)
395-3900.
Sincerel n
;oanne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly -401 Wetlands Group
Jennifer Frye - Corps of Engineers Wilmington
Danny Smith 401 Wetlands Group
WiRO
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
Permit Number: 200400375 'Phillips Ri Onslow County
Permittee: Beaver Creek Investors, Inc.
Issuance: March 25, 2004
Project Manager: Jennifer S. Frye
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
POST OFFICE BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Sign of Permittee
14Z'("'?fi
Date
WETLANDS/ 401 GR0t"F,,
JU
WATER QUALITY
WETLANDS 1401 GROUP
JUL 1 2.2004
- --- U.S. ARMY CORPS OF ENGINEERS
WATER QUALITY SECTION
WILMINGTON DISTRICT
Action Id.: 200400375 County: Onslom, Quad: Hubert
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Beaver Creek Investors, Inc.
PO Boa 1685
Jacksonville, NC 28541
Telephone No: 910-346-9800
,$jP and Location of project (water body, road name/number, town, etc.): The 12.80 acre tract, known Phillips "
Ridge subdivision, is located at the intersection of Queens Creek Road and Henson Road, in adjacent wetlands
--and-unnamed tributaries to Parrot Swamp (a tributary to Queens Creek and the Atlantic Intracoastal
Waterway), north of Bear Creek, Onslow County, North Carolina.
Description of Activity: The excavation and placement of fill material into 0.08 acres of jurisdictional wetlands
associated with construction of one residential subdivision road crossing.
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•
RE.STDENTIAL, COMMERTCTAl , AND TNSTITTITIONAT DEVFT OPMENT4
See attached for terns and conditions of this Nationwide Permit
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 pemuttee 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 pemuttee of the
responsibility to obtain any other required Federal, State, or local approvals/pemlits. The pemuttee may need to contact
appropriate State and local agencies before beginning work.
This verification will be valid for two years from the date of this letter unless the nationwide authorization is
modified, reissued or revoked. Also, this verification will remain valid for the two years if, during that period, the
nationwide permit authorization is reissued without modification or the activity complies with any subsequent
modification of the nationwide pemlit authorization. If during the two years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide pemut will remain authorized provided the activity is
completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
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: Mai 25. 2004
Corps Regulatory Official: e ephone No.: [phone]
Expiration Date of Verification: May 25, 2006
CESAW Form 591
Revised July 1995
cc: John L. Pierce & Associates, PA, PO Box 1685, Jacksonville, NC 28540
Noelle Lutheran, NCDENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Cyndi Karoly, NCDENR-DWQ Wetlands-401 Unit, 2321 Crabtree Blvd., Parkview Bldg, Raleigh, NC 27604
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200400375 / County: Onslow U.S.G.S. Quad: Hubert
=11OTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Beaver Creek Investors, of c.
Address: 409 Johnson Boulevard
Jacksonville, NC 28540
Telephone No.: 910-346-9800
Size and location of property (waterbody, road name/number, town, etc.) The 12.80 acre tract known as Phillips Ridjze is
located at the intersection of Oueens Creek Road and Henson Road in adiacent wetlands and unnamed tributaries to
Parrot Swamp, north of Bear Creek Onslow County. North Carolina
Indicate Which of the Following Apply:
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Arnry (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 5/10/2004. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Remarks: copies furnished:
John L. Pierce & Associates PO Boa 1685, Jacksonville, NC 28540
David_Syster, Southern Environmental Group Inc 3973B Market Street Wilmington NC 28403
Corps Regulatory Official:
Date 05/10/2004 Expiration Date 05/10/2009
Page 1 of 2
Action Id. 200400375
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer S. Frye at 910-251-4923.
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual
and is adiacent to an Unnamed Tributarv to Parrot Swamp which drains to Queens Creek and the Atlantic
Intracoastal Waterway. This site also contains waterbodies that exhibit Ordinary Iliah Water Marks as indicated by
chanLes in soil characteristics and the absence of terrestrial veLretation and is hvdrologically connected to Parrot
Swamp and the Atlantic Intracoastal WWatteerwav.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY: o
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form.
Page 2 of 2
s
1FIl?T1
1N70 ?ll
r W z dimSTItATIN ? APPEAL OPTIt?NS A?D ?'R()CESS AND ?', :n
' RE0_ 7EST.FORAPP AL
Applicant: Beaver Creek Investors, Inc. File Number: 200400375 Date: 05/10/2004
Attached is:
See Section below
INITIAL PREFD IT (Standard Permit or Letter of ermission) A
PROFFERED ard Permit or Letter of ermission) B
PERMIT DE C
x APPROVED AL DETERMINATION D
PRELIMINAONAL DETERMINATION E
SECTION I -'The following identifies your rights and options regarding an administrative appeal ofthe above
decision. Additional information may be found at http://usace.army.mil/inct/functions/cw/ceewo/reg or
Co s regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date
of this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section lI of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Mr. Arthur Middleton, Administrative Appeal Review Officer
U.S. Army Corps of Engineers, Wilmington District CESAD-ET-CO-R
Post Office Box 1890 U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, North Carolina 28402-1890 60 Forsyth Street, Room 9M15
Atlanta, Geor is 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-da3,
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
WETLANDS/ 401 GROUP
JUL 1 2,2004
WATER QUALITY SECTION
DECLARATION OF RESTRICTIVE AND PROTECTIVE
COVENANTS FOR PHILLIPS RIDGE
Prepared by and return to:
Gaylor, Edwards and Vatcher, 219 New Bridge Street, Jacksonville, NC 28540
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
THIS DECLARATION OF RESTRICTIVE AND PROTECTIVE COVENANTS, made this the day of
, 2004, by BEAVER CREEK INVESTORS, INC., a North Carolina corporation, hereinafter
called "Declarant";
WITNESSETH:
THAT WHEREAS, the Declarant is the owner of the Real Property described in Article I of this
Declaration and is desirous of subjecting said real property to the protective covenants hereinafter set
forth, each and all of which is and are for the benefit of such property and for each owner thereof, and
shall inure to the benefit of and pass and run with said property, and each and every lot or parcel
thereof, and shall apply to and bind the successors in interest and any owner thereof.
NOW, THEREFORE, the Declarant hereby declares that the real property in and referred to in
Article I hereof is and shall be held, transferred, sold and conveyed subject to the protective covenants
set forth below.
ARTICLE I
SUBIECT PROPERTY: The real property which is, and shall be held, transferred, sold and conveyed
subject to the protective covenants set forth in the Articles of this Declaration is located in the County
of Onslow, State of North Carolina, and is more particularly described as follows:
BEING all that property as shown on a plat entitled "Final Plat Showing "PHILLIPS RIDGE", Stump Sound
Township, Onslow County, NC," prepared for BEAVER CREEK INVESTORS, INC., dated , 2004,
prepared byJohn L. Pierce & Associates, P.A. and recorded in Map Book ---, Page ---, Slide ----, in the
office of the Register of Deeds of Onslow County, North Carolina.
ARTICLE II
PURPOSES: No lot or lots as shown on the map described in Article I shall be put to any use other
than for residential purposes, except that any lot which is owned by Declarant may be used by the
Declarant for a street or roadway.
ARTICLE III
LAND USE AND BUILDING TYPE: No building shall be used except for residential purposes. No
structure shall be erected, placed, altered, or permitted to remain on any such lot other than single
family residential dwellings not to exceed two and one-half stories in height, a private garage which may
contain living quarters for occupancy by domestic servants of the lot occupant only, and such other
outbuildings as may be reasonably appurtenant to the dwelling, provided that the same are constructed
in line with general architectural design and construction standards used as the dwelling itself. This
covenant shall not be construed as prohibiting the use of a new single family dwelling as a model home
for sales purposes.
WPDOCS/ DOC/ RESTCOV/ PINEFOR5.WPD
ARTICLE IV
DWELLING QUALITY AND SIZE: The ground floor area of the main structure, exclusive of one-story
porches and garages, shall be not less than 1,000 square feet for a one-story dwelling, nor less than 750
square feet for a dwelling of more than one story.
ARTICLE V
BUILDING LOCATION: No building shall be located on any comer lot nearer to the front line or any
side street line than as shown on the recorded plat. No building shall be located with respect to interior
side lot lines so as to be nearer than 8 feet to either such line. No dwelling shall be located on any
interior lot nearer to the front lot line than as shown on the recorded plat nor nearer than 10 feet to the
rear lot line, and no garage or other permitted access or building shall be located nearer than 10 feet
to the rear lot line For the purposes of this covenant, eaves, steps, open porches, and carports shall not
be considered as part of a building provided, however, that this shall not be construed to permit any
portion of a building on a lot to encroach upon another lot. An error of not more than 10 percent in the
location of a building on the lot with respect to the minimum set back lines shall not be considered a
violation of this covenant.
ARTICLE VI
NUISANCES: No noxious or offensive activity shall be carried on upon any lot nor shall anything
be done thereon which may be or may become an annoyance or nuisance to the neighborhood. Each
owner shall maintain their lawn in a well manicured manner and their lawn shall not become overgrown,
unsightly or be offensive to other lot owners.
ARTICLE VII
EASEMENTS: Easements for installation and maintenance of utilities, including water and sewer
services, drainage facilities and access are reserved as shown on the recorded plat and over the rear ten
feet of each lot. Within these easements, no structure, planting or other materials shall be placed or
permitted to remain which may damage or interfere with the installation and maintenance of utilities, or
which may obstruct or retard the flow of water through drainage channels in the easements. The
easement area of each lot and all improvements in it shall be maintained continuously by the owner of
the lot, except for those improvements for which a public authority or utility company is responsible.
The Declarant reserves for itself, its successors and assigns, an easement and right at any time
in the future to grant a right of way under, over and along the side, rear and front property lines of each
and every lot in the subdivision described herein, for the installation and maintenance of poles, lines,
conduits, pipes, and other equipment necessary to or useful for furnishing electric power, gas, telephone
service, drainage or other utilities including water and sewer services.
ARTICLE VIII
LIVESTOCK AND POULTRY: No animals, livestock or poultry of any kind shall be raised, bred or
kept on any lot, except that dogs, cats or other household pets may be kept provided that they are not
kept, bred or maintained for commercial purposes. Any and all pets shall not be allowed on the premises
unless same are under the direct control of the owner at all times and are not creating a nuisance to the
other owners within the property.
ARTICLE IX
BUILDING PLANS AND SPECIFICATIONS: No dwelling or other building shall be erected upon any
lot unless the plans and specification thereof meet or exceed the requirements of "minimum property
standards for one and two living units". (FHA. No.300), Federal Housing Administration.
ARTICLE X
ERECTION OF FENCES: No fences over six (6) feet in height shall be constructed between the front
of the primary dwelling and the back lot line. No fence shall be erected between the front of the primary
dwelling and the street right of way unless such fence shall be of an ornamental nature. Brick and
split-rail shall be deemed to meet the requirements of this restriction.
WPDOCS/ DOC/ RESTCOV/ PINEFORS.WPD
ARTICLE XI
GARBAGE AND REFUSE DISPOSAL: No lot shall be used or maintained as a dumping ground for
rubbish. Trash, garbage or other waste shall not be kept except in sanitary containers. All incinerators
or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary
condition.
ARTICLE XII
SIGHT DISTANCE AT INTERSECTION: No fences, wall, hedge or shrub planting which obstructs
sight lines at elevations between 2 and 6 feet above the roadways shall be placed or permitted to remain
on any corner lot within the triangular area formed by the street property lines and a line connecting
them at points 25 feet from the intersection of the street lines, or in the case of a rounded property
corner, from the intersection of the street property lines extended. The same sight line limitations shall
apply upon any lot within 10 feet from the intersection of a street property line with the edge of a
driveway or alley pavement. No tree shall be permitted to remain within such distance of such
intersection unless the foliage line is maintained at sufficient height to prevent obstruction of such sight
lines.
ARTICLE XIII
TEMPORARY STRUCTURES: No structure of a temporary character, trailer, basement, tent, shack,
garage, barn or other outbuilding temporarily or permanently. No trailer, mobile home, camper or line
vehicle shall be parked on any lot at any time for any purpose nor shall any vehicle be allowed to remain
on any lot at any time for any purposes unless it is parked behind the main dwelling structure or placed
inside the carport or garage.
ARTICLE XIV
DRAINAGE: All driveways shall have drainage tile in the street ditches installed and sized in
accordance with the North Carolina Department of Transportation recommendations.
ARTICLE XV
TERM: These Covenants are to run with the land and shall be binding on all parties and all persons
claiming under them for a period of twenty-five (25) years from the date these Covenants are recorded,
after which such time such Covenants shall be automatically extended for successive periods of ten (10)
years unless an instrument signed by a majority of the then owners of the lots has been recorded,
agreeing to change said Covenants in whole or in part, with the exception of Article XVI.
ARTICLE XVI
STORMWATER MANAGEMENT: (A) The maximum allowable built-upon area per lot is
square feet. (or, if the BUA varies, the specific BUA's for each lot will be specified)
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 and coquina, but
does not include raised, open wood decking or the water surface of swimming pools.
(B) Filling in or piping of any vegetative conveyances (such as ditches, swales, etc.) associated with
the development, except for the minimum amount necessary under driveways to provide access to lots
and the minimum amount necessary to direct runoff beneath an impervious surface such as a road, is
strictly prohibited by any person.
(C) Each lot will maintain a thirty (30) foot wide vegetated buffer between all impervious areas and
surface waters.
(D) All roof drains shall terminate at least thirty (30) feet from the mean high water mark of any
surface waters.
The covenants and restrictions set forth in this Article XVI are intended to ensure continued
compliance with State Stormwater Management Permit number , as issued by
the Division of Water Quality under NCAC 2H.1000. The State of North Carolina is made a beneficiary
of the covenants set forth in this Article XVI to the extent necessary to maintain compliance with the
Stormwater Management Permit. 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. Alteration
of the drainage as shown on the approved plan may not take place without the concurrence of the
Division of Water Quality. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
WPDOCS/ DOC/ RESTCOV/ PINEFOR5.WPD
ARTICLE XVII
PROVISIONS RELATING TO WETLANDS: All of the properties subject to these Restrictive and
Protective Covenants shall also be subject to the following Special Provisions Relating to Wetlands. In
developing the subject real property, the Declarant has agreed with the Department of the Army Corps
of Engineers (pursuant to a permit issued by the Corps of Engineers) to restrict and prohibit any future
filling or other detrimental activities in the wetland areas, which presently exist within the identified areas
of the property. Accordingly, all wetlands shown and delineated on the Boundary and Wetlands survey
plat dated September 8, 2003, and verified by the Corps of Engineers on May 10, 2004, and being the
same areas designated as wetlands on the recorded map of the subdivision set forth in Article I hereof,
shall be maintained in perpetuity in their natural or mitigated condition. No person or entity shall
perform any of the following activities on such conservation area: (a) fill, grade, excavate or perform any
other land disturbing activities; (b) cut, mow, burn, remove or harm any vegetation; (c) construct or place
any roads, trails, walkways, buildings, mobile homes, signs, utility poles or towers or any other
permanent or temporary structures, (d) drain or othewise disrupt or alter the hydrology or drainage ways
of the conservation area; (e) dump or store soil, trash, or other waste; (f) allow animal grazing or
watering or use for any other agricutural or horticultural purpose on such conservation areas. This
covenant is intended to ensure continued compliance with the mitigation condition of authorization
issued by the United States of America, U.S. Army Corps of Engineers, Wilmington District, Action Id.
200400375 and therefore may be enforced by the United States of America. This covenant is to run with
the land and shall be binding on the Declarant, the owner of any lot in the subdivision and all persons
or entities claiming under them.
This Article XVII cannot be amended or modified without the express written consent of the U.S.
Army Corps of Engineers, Wilmington District, or its authorized successor.
ARTICLE XVIII
COMPLIANCE WITH DEPARTMENT OF TRANSPORATION TRAFFIC MAINTENANCE STANDARDS:
Driveway headwalls, fences, mailboxes, newspaper delivery boxes or other roadside obstructions,
constructed within the right of way of any street as shown on the recorded plat of the subdivision in a
location or out of materials determined to be a traffic safety hazard by the North Carolina Department
of Transportation or the Declarant, shall not be permitted. It shall be the duty of the Owner of any Lot
to remove such obstruction, at the Owner's sole expense, within thirty (30) days following written
notification of such objection by the North Carol inaDepartment of Transportation or Declarant. In the
event any Owner fails to remove an obstruction within the thirty (30) day period following receipt of
notice of the objection, Declarant shall be entitled, but not obligated, to remove the obstruction and
recover the expense and cost, including reasonable attorney's fees, incurred in the removal.
ARTICLE XIX
STREET LIGHTING AGREEMENT: The Declarant reserves the right to subject the real property in this
subdivision to a contract with an electric utility company for the installation of underground electric
cables and/or the installation of street lighting, and/or entrance sign lighting, either or all of which may
require an initial payment and/or a continuing monthly payment to an electric company by the owner
of each dwelling.
ARTICLE XX
ENFORCEMENT: Enforcement shall be by proceedings at law or in equity against any person or
person violating or attempting to violate any covenant, either to restrain violations or to recover
damages.
ARTICLE XXI
MODIFICATION: These restrictions are subject to being altered, modified, canceled or changed
at any time as to said subdivision as a whole or as to any subdivided lot or part thereof by written
document executed by the Declarant or their successors in title and by the owner of not less than sixty
percent ( 60 % ) of the subdivided lots or parts of said subdivision to which these restrictions apply, and
recorded in the Office of the Register of Deeds of Onslow County, North Carolina. If the Declarant owns
sixty (60% ) percent or more of the subdivided lots, the Declarant may alter or amend these covenants
without consent of anyone. Provided, however, the provisions of Article XVI cannot be amended or
modified without the express written consent of the State of North Carolina and the provisions of Article
XVII cannot be amended or modified without the express written consent of the United States Army Corps
of Engineers, Wilmington District.
ARTICLE XXII
SEVERABILITY: Invalidation of anyone of these covenants by judgment or Court Order shall in no
WPDOCS/DOC/RESTCOV/PINEFOR5.WPD
way affect any of the other provisions which shall remain in full force and effect.
IN WITNESS WHEREOF, the Declarant has caused this instrument to be signed by in its name by
its President, with authority duly given by its boards of directors, the day and year first above written.
BEAVER CREEKINVESTORS, INC., a North Carolina
corporation
By:
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
Jennifer M. Shugart, its President
(SEAL)
I, a Notary Public in and for said County and State, do hereby certify that Jennifer M. Shugart,
personally came before me this day and acknowledged that s he is President of BEAVER CREEKINVESTORS,
INC., a North Carolina corporation, and that by authority duly given and as the act of the corporation,
the foregoing instrument was signed in its name by her as its President.
Witness my hand and official stamp or seal, this day of , 2004.
Notary Public
My Commission Expires,
WPDOCS/ DOC/ RESTCOV/ PINEFOR5.WPD
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor: Ric. Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Phillips Ridge c/o Beaver Creek Investors
Project Number 04 0848
Recvd From APP
Received Date 5/24/04 Recvd By Region
Project Type residential S/D
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. ME
14 Forested WT-0-
Y O N ? 19-41-16-4 SA HQW 30,501. 0.08 r? ?-
?- O Y 0N ?F-??Ix-F-F- I- r I -
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:
cc: Regional Office
Central Office Page Number 1
?0F WATF,9Q Michael F. Easley, Governor
?O G William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
r
'I Alan W. Klimek, P.E.,Director
N, Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 1, 2004
CERTIFIED MAIL: 7002 1000 0005 2389 7310
RETURN RECEIPT REQUESTED
WETLANDS/ 401(;RoI./F
Beaver Creek Investors, Inc.
c/o Betty Bullock JUL 0 A 2004
P.O. Box 1685
Jacksonville, NC 28541 WATER Q?q??n, SCTIp?
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Phillips Ridge Subdivision
DWQ Project # 04-0848
Onslow County
Dear Ms. Bullock:
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 show a cross section of the proposed road crossing and culvert and
include the slope protection;
2. Please send a copy of the signed wetland jurisdictional determination for the property;
3. Please relocate the drainage easements out of the center of the wetland fingers or give
a detailed explanation of how the drainage easement shown will not be impacting the
adjacent wetlands (show cross sections);
4. Please show on the plan the types of utilities to be placed in the wetlands and the
amount of wetland impacts associated with them (try to minimize wetland impacts);
5. All lots are not shown as accessible and only one of these is indicated as a septic lot,
please indicate how they will be accessed or their purpose;
6. Due to the lot setbacks, DWQ is concerned that all lots will not be buildable without
additional impacts to wetlands. Please indicate on the plans, the building footprint
including the size of the fill pad for all lots (some lots will require fairly large fill
pads due to the amount of slope located on the lot), to indicate that all lots are
buildable without additional wetland impacts or include the request for the minimal
additional wetland impacts necessary;
7. Please include a copy of the restrictive covenants or deed restrictions that will protect
the remaining wetlands in the subdivision from additional impacts;
8. Please send a larger copy of the plans.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service A**"Av
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] t'1l:Uti
Page Two
Betty Bullock
July 1, 2004
Please respond within three weeks of the date of this letter by sending a copy of the
information to Joanne Steenhuis 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 (910)
395-3900.
Sincerel
oanne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly -401 Wetlands Group
Jennifer Frye - Corps of Engineers Wilmington
Danny Smith 401 Wetlands Group
WiRO
WETLANDS / 401 GROUP

\N A
O G?
WATER ("JALf1Y SECT100
1-
fli .•h
Pre-Construction Notification (PCN) Application Form 0 4
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm aapp htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at littp://www.saw.usace.ariny.mil/wetiands/regtour.htin, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr. state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.niiI/wetlands/nwpfinalFedReg_pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://l12o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
It and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
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
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
Office Use Only: Form Version May 2002 040848 USACE Action ID No. DWQ No.
k11 any parnGUiar item is not appncame to tnis project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
Usection 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
99 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check'here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Beaver Creek Investors Inc.
Mailing Address: P.O. Box 1685
Jacksonville NC 28541
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hPtt)zhj1T)Ohi 7Pr__rr r•nm
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John L. Pierce & Associates P.A.
Company Affiliation: John L. Pierce & Associates P.A.
Mailing Address: P.O. Box 1685
Jacksonville, NC 28540
Telephone Number:. [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 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:. Phillips Ridge
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 534404512457
4. Location Onslow
County: Nearest Town: Swansboro
Subdivision name (include phase/lot number):- ph; -
Ri dc,,-
Directions to site (include road numbers, landmarks, etc.): From i iLrsecti on o NC
Highway 172 & NC Highway 24 head Southeast down Highway 24 to NCSR 1509
to West on NCSR 1509 to NCSR 1620 pass intersection & project will be on
South side of road.
Site coordinates, if available (UTM or Lat/Long): Lat; 34degrees 40' 28.9"Long: 77 degrees
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the 11' 1-3.2"
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 12.80 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Parrott Swamp
8. 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://li2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:. vnn_ant wnndPd land
Page 6of12
10. Describe the overall project in detail, including the type of equipment to be used:
Single-Family Residential development, roads to be minimum wi threqired
by N.C. Department of Transportation. Standard grading equipment -t-o-5
used throughout site.
11. Explain the purpose of the proposed work: To develop site in order to sell
Single-Family homes
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
U.S. Army Corps of Engineers "Notificiation of Jurisdictional Determination"
Action I.D. 200400375 dated 5/10/04
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Minor grading and filling of
wetlands for road crossing
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
I00-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 - grading/fill - 300 Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://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: 1.76 acres
Total area of wetland impact proposed: 0.08 acres
3. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

* 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.usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., Arww.topozone.com,
www.mapyuest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation N/A
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.
Roads were strategically located to cross wetlands areas of minimal widths
and if all possible avoid any impact at all.
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.
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://l12o.enr.state.nc.us/ncwetlands/strmgide.htm1.
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.
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://12o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No E
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No U 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
Miti ation
1 3
2 1.5
Total
Gone 1 extends out 3U teet perpendicular trom 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 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
This site is in a coastal count and will be developed as a low density
project (25% or less impervious
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Private septic svstems on lot by lot basis.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ER
Is this an after-the-fact permit application?
Yes ? No n
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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Triage Check List
Date: . "12.7/o Y
Project Name: r4 ; II-Pr R,'ds
DWQ#: o q ° o p le
County: 4h c lc I
To: ? ARO
? FRO
? MRO
? RRO
Mike Parker
? WaRO Tom Steffens
X WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919) -7tr- 7 v7i
Ken Averitte
Alan Johnson
Steve Mitchell
From: L-A rry 64*n
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?
? Cumulative impact concern
Comments: Dec ref fy- t l`eAs- - Catl Qa„,1 4
D-0Q ? O LA - O8 ` 46Tl-ANQS 1401 t om,

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.: 200400375 County: Onslow Quad: Hubert
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Beaver Creek Investors, Inc.
PO Box 1685
Jacksonville, NC 28541
Telephone No: 910-346-9800
Size and Location of project (water body, road name/number, town, etc.): The 12.80 acre tract, known as Phillips
Ridge subdivision, is located at the intersection of Queens Creek Road and Henson Road, in adjacent wetlands
and unnamed tributaries to Parrot Swamp (a tributary to Queens Creek and the Atlantic Intracoastal
Waterway), north of Bear Creek, Onslow County, North Carolina.
Description of Activity: The excavation and placement of fill material into 0.08 acres of jurisdictional wetlands
associated with construction of one residential subdivision road crossing.
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 39o
RESIDENTIAL, COMMERICIAL, AND INSTITUTIONAL DEVELOPMENTS
See attached for terms and conditions of this Nationwide Permit
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 pernittee may need to contact
appropriate State and local agencies before beginning work.
This verification will be valid for two years from the date of this letter unless the nationwide authorization is
modified, reissued or revoked. Also, this verification will remain valid for the two years if, during that period, the
nationwide permit authorization is reissued without modification or the activity complies with any subsequent
modification of the nationwide permit authorization. If during the two years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is
completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
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: May 25, 2004
Corps Regulatory Official: Jennifer S. e ep one No.: (910) 2.51-4923
Expiration Date of Verification: May 25, 2006
CESAW Form 591
Revised July 1995
cc: John L. Pierce & Associates, PA, PO Box 1685, Jacksonville, NC 28540
Noelle Lutheran, NCDENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Cyndi Karoly, NCDENR-DWQ Wetlands-401 Unit, 2321 Crabtree Blvd., Parkview Bldg, Raleigh, NC 27604
PLEASE COMPLETE THE FOLLOWING QUESTIONS BY GIVING US
ANY COMMENTS OR SUGGESTIONS FOR HOW WE CAN IMPROVE.
Please indicate the nature of your business (if applicable, check more than one):
_ Property Developer
Public Agency Applicant
Civic or Trade Organization
_ Member of Legislature
_ Federal/State/Local Official
Conservation Organization
Other (describe):
What service(s) did you seek from the Corps? (If applicable, check more than one):
_ General Information
_ Pre-application Consultation
_ Nationwide General Permit
_ Regional or Programmatic General Permit
_ Standard Individual Permit
Letter of Permission
_ Jurisdictional/Wetland Determination
_ Resolution of Violation/Non-compliance
- Regulatory Program Presentation
_ Commented on Public Notice/Permit Application
_ Other (describe):
Which Regulatory office (Division, Asheville, Raleigh, Washington, Wilmington) did you deal with?
Name of person you contacted in our office (optional):
Do you have any comments or suggestions on the Regulatory Program?
Information about you (optional):
Name/Title:
Address
Telephone (include area code):
May we contact you? Yes
No
PRIVACY ACT STATEMENT
Authorities: The Government Performance and Results Act of 1993 and Executive Order (EO) 12862, "Setting Customer
Service Standards", dated September 11, 1993. Purpose: To determine the quality of service our customers expect, as well as
their satisfaction with USACE's existing services. Information provided on this form will be used in evaluating the performance
of the Corps Regulatory Program. Routine Uses: This information may be shared with the Office of Management and Budget,
members of Congress, and other Federal, state, and local government agencies.
PLEASE MAIL COMPLETED FORM TO: USAED, WILMINGTON, REGULATORY DIVISION, ATTN: LISA MORRIS,
POST OFFICE BOX 1890, WILMINGTON, NC 28402-1890.
_ Flood/Water Control District _ Sand & Gravel
_ Consultant _ Law Office
_ Farming/Ranching _ Silviculture
_ Public Agency _ Mining
- Personal/Private Project _ Media
- Adjacent Property Owner _ Native American
(Reverse of SAW Form 673)
Approved: 24 February 2003
SAW Form No.: 673
Rxnirer. 31 Anmist91105
The Public reporting burden for this collection of information is estimated to average 15 minutes per response, including
time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing
and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this
collection of information, including suggestions for reducing this burden, to U.S. Army Engineer District, Wilmington, ATTN:
Sheila Jack, Forms Information Management Officer, Post Office Box 1890, Wilmington, NC 28402-1890. Respondents
should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to
comply with a collection of information if it does not display a currently valid SAW control number. PLEASE DO NOT
RETURN YOUR APPLICATION TO THE ABOVE ADDRESS. RETURN COMPLETED APPLICATION TO THE ADDRESS
SHOWN ON THE APPLICATION INSTRUCTION SHEET.
U.S. ARMY ENGINEER DISTRICT, WILMINGTON
CUSTOMER SERVICE SURVEY - REGULATORY PROGRAM
We at the U.S. Army Engineer District, Wilmington, Regulatory Division are committed to improving service to our
customers and would like to know how well we have been doing. Who are our customers? You are our customers if you
submitted a permit application, requested a jurisdictional determination or wetland delineation, or scheduled a pre-
application meeting with us. Other customers include those of you who receive our Public Notice and/or commented on a
particular project or our work in general, because of your interest in the Regulatory Program. To identify how we can better
serve you, we need your help. Please take the time to fill out this brief survey and mail it back to us. Your honest opinions
will help us determine areas in which we need to improve. For each question, please indicate the level of service you
received by marking the appropriate number on a scale from 1-5, with 1 being low (dissatisfied) and 5 being high (very
satisfied). If the question does not apply to you, simply mark N/A. Thank you for your time and comments! Response to
this survey is VOLUNTARY. If you choose not to respond, it will not affect any current or future dealings you may have with
the USAED, Wilmington in an way.
1. FOR APPLICANTS & OTHERS REQUIRING AUTHORIZATIONS LOW HIGH
SATISFACTION SATISFACTION
1. Do you think you received your Corps permit decision in a
reasonable amount of time? 1 2 3 4 5 NA
2. Do you think you received your Corps jurisdictional determination
in a reasonable amount of time? 1 2 3 4 5 NA
3. If we recommended/required project changes/modifications to
reduce impacts, did we clear) explain the reasons why? 1 2 3 4 5 NA
4. If we recommended/required project changes/modifications to
reduce impacts, did the changes seem reasonable to you? 1 2 3 4 5 NA
5. If we denied your permit, did we clearly explain the reasons why?
1 2 3 4 5 NA
6. For enforcement cases, did our office clearly and professionally
explain the basis for the enforcement action (e.g., what work we 1 2 3 4 5 NA
believe you performed without authorization)?
7. For enforcement cases, did our office include options for
resolution? 1 2 3 4 5 NA
ll. FOR "OTHER" CUSTOMERS
1. For permitted actions, was the permit effective in achieving
appropriate protection/mitigation for impacts to aquatic resources? 1 2 3 4 5 NA
2. For enforcement actions, did the Corps require appropriate
compensation/restoration for impacts to aquatic resources? 1 2 3 4 5 NA
III. FOR APPLICANTS & "OTHER" CUSTOMERS
1. Did the Corps representative act professionally and treat you with
courtesy? 1 2 3 4 5 NA
2. Did the Corps provide sufficient information to allow you to
complete an application form, comment on a public notice, or 1 2 3 4 5 NA
otherwise. evaluate our work?
3. Did we respond to your letters and telephone calls in a
reasonable amount of time? 1 2 3 4 5 NA
4. Did the Corps representative answer your questions clearly,
giving you accurate information about our Regulatory Program? 1 2 3 4 5 NA
5. What is your OVERALL rating of the level of service provided by
the Corps of Engineers Regulatory Program? 1 2 3 4 5 NA
Note: DATA FROM THIS QUESTIONNAIRE WILL BE USED BY THE DISTRICT TO IMPROVE SERVICE. ALSO, INFORMATION WILL BE
TABULATED NATIONALLY BY SERVICE AREA. RESPONDENTS WILL NOT BE IDENTIFIED BY NAME OR ORGANIZATION FOR ANY REPORT
DERIVED FROM THIS SURVEY.
SAW FORM 673, Jan 01 (Proponent: CESAW-RG)
WETLANDS/ 401 GROUP

WATER QUALITY SECTION
. 4 g
,0?
Q
OF
WAT?4
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app htm,
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miI/wetlands/regtour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.mii/wetlands/nwpfinalFedReg_pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp:Hli2o.ehnr.state.nc.us/ncwetiands/fees.litiiii. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
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]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
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
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
Office Use Only: Form Version May 2002
48
USACE Action ID No. DWQ IIo.
tti any parncuiar item is not appncame to tins project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
Usection 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
ES 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Beaver Creek Investors Inc.
Mailing Address: P.O. Box 1685
Jacksonville, NC 28541
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bPttyhj1p(dhi7Pr.rr r`.om
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John L. Pierce & Associates P.A.
Company Affiliation: John L. Pierce & Associates P.A.
Mailing Address: P.O. Box 1685
Jacksonville, NC 28540
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 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: Phillips Ridge
2. T.I.P. Project Number or State Project Number (NCDOT Only):
N/A
3. Property Identification Number (Tax PIN): 534404512457
4. Location Onslow
County: Nearest Town: Swansboro
Subdivision name (include phase/lot number):_ pbi i ]ins
Directions to site (include road numbers, landmarks, etc.): F ' m Intersect; on of NC
Highway 172 & NC Highway 24 head Southeast down Highway 24 to NCSR 1509
to West on NCSR 1509 to NCSR 1620 pass intersection & project will be on
South side of road.
Site coordinates, if available (UTM or Lat/Long): Lat; 34degrees 40' 28.9"Long: 77 degrees
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the 11' 1-3.2"
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 12.80 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Parrott Swamp,
8. 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:Hll2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: vacant wQoderl land
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Single-Family Residential development, roads to be minimum width required
by N.C. Department of Transportation. Standard grading equipment to 6
used throughout site.
11. Explain the purpose of the proposed work: To develop site in order to sell
Single-Family homes
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
U.S. Army Corps of Engineers "Notificiation of Jurisdictional Determination"
I.D. 200400375
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Minor grading and filling of
wetlands for road crossine
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 - grading/fill - 300 Forested

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://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: 1.76 acres
Total area of wetland impact proposed: 0.08 acres
3. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

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

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
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., darn/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.
Roads were strategically located to cross wetlands areas of minimal widths
and if all possible avoid any impact at all.
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.
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 1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No n
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No a 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 I I 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 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
This site is in a coastal-county and will be developed as a low density
project (25% or less impervious
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Private septic systems on lot by lot basis.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ER
Is this an after-the-fact permit application?
Yes ? No n
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).
Applicant/Agent's Signature 'Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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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 N.C. Department of Environment
and Natural Resources
Division of Water Quality
401/Wetlands Unit
1650 Mail service Center
Ratetgh, NC 27699-t650
WE ARE SENDING YOU 04C 4
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
? CHANGE ORDER
letter of transmittal
DATE JOB NO.
May 21, 2004
NFITNTION
nivision of Water Quality
RE:
Phillips Ridge
WETLANDS/ 401 GROUP
WATER QUALITY SECTION
? UNDER SEPARATE COVER VIA
THE FOLLOWING ITEMS:
? PLANS ? SAMPLES ? SPECIFICATIONS
COPIES DATE NUMBER DESCRIPTION
7 Copies of "Pre-Construction Notification (PCN)
app ica ion form
1 Check in the amount of two hundred dollars

7T, E I V
EI)

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
? For bids due
? Prints returned after loan to us
?
REMARKS Should you need any additional
nformatian,please let us know
SIGNED 41/
VICTOR GORDON BELL HWY, 24 D.8.1747, P.0792
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ORIgNA SIGNATURE, LICENSURE NUMBER AND S AL I ~ 14 ~,0 ~ _ ~ ` ~ / THI I C2 A4A A11 . ~ ~ I S_ _ DAY OF , 20 C4 g,. J / , ICAL H~ ~ ~ 0' / +2~4~r 'L/' ~ 1 h ~j0'X 6 / 44' ~>X 23.03
I ~ ~ 6 + 5.28 / ry~ ~ o.4s ACR
C ~ ~ ow ~ . E / / 0.46 A{ ' / C3 of / / aN 21,18 .47 I t 7. N + 0.40 ACRES ti 21,18 .47 .FT.) 2s.s
- N 23. " TA 6541 / ,9.9, a JOH L. .F.E, "L-2596 5 .4z~,oo 1G N , 17,300.14 O.FT. ~ y / ~ _ _
F ..9 22.75 I ~ ZONE~Ct ~ A1o -i ,B, ~ / 7 r'Q,0 E'SSj•'•O ~ 22..3 ~ 9 ~ .9. 6 % Z .1'31 ,4Y'E ~ D7 S ~ ~~'9 +30.4 /
Q 0 i + + 2 0.97 .t*CRES ~ Lc 4.34 + 2. o S Z'• Z o .s3 623.193''?iQ.~T. ~ ~ u a 0 56 A~RES / OUP ~ ~ / 500 YEAR FLOOD PLAIN
D : D _ I ~ ~ 0.8 4 2 9.02 S .FT. P GP N ~ / ~O. G ~ / UNE ZONE 8 I ;BQo ~ ,o S ( )
0 ~:~b ~ ~ ~ - 1 5a 50 +25,30 5 d F + 2 .5~ A L 9• Z IVE C a 5 _ / a/ ~ ~
,,'Y ~ ~ r 3 0 ABC S a\ a~, r ~,r • w ~,h.s~ `r
= IG'I G~(,,,~ ul -C'o~rtaurs A / N ~ ~ ~ Ca ico ~ 1,8.19 S . , \ s ~ g I ~O 5 E +^s. ~ Aso 251 a a ~ 11 ~,.8 R+ f o \
2 6 !7 27 q 16 2 2i 2 ~ ~ 2 7~ . 4 501X / , / ~ I 29.oa
I J , 5 ~ N Z5~' y~e~' ~ q7.5 +2 3, 2 5
1 \ ' p 'a + 6 I 0 I y \ ri y 33 ~ / y ZONE C
NOTES; I I I TYPICAL 0 ~ 5 ~ 3Qap ~ 4 ~ ~ ' 1 O n
I I T~ICA HO AL MOUSE ~ ; / ' 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK. I - - - - - / 50'X 60~ SOX 0' ~ I i' M x ~ 1 1
30'X8' - ~ \ I ' 6$ 2. SETBACKS: FRONT-20'; SIDE STREET-20'; SIDE-8'; 27 3 / 31_ ~ ~E12 f5; . 10 µ _ ~ R= 5 ~ ~ ~ o ~'~0 0.45 CRESS - ~ ~ ~t1t+
REAR-15' OR AS SHOWN HEREON 2s a5 { a /9 ~ _ r 2 91 ~ ~q - ~ ~+2 ~ ~r ,~Q (1 667.71 SO.F~T.) /
3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS > m Q OTHERIMSE NOTED. I > < 2 Q ~ , ~ b~ / 30.77 9 p ~ /
4. SOIL DISPOSAL AND DEBRIS IMLL BE HAULED IF REQUIRED. I v.z BB ; 1 4' ; . , 1Q : -1y~,o :.F ~ ' / iyo.os o + 5.7 1sy3, 10 UTILITY EASEMENT ` 2 9e /
, 1 0.03' ~2.1 , ti 5. AU_ RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS ANO 94.59 ti / ~ 7 28.93 ~ LOT 1 A ~
PAVEMENT INTERSECTS TO HAVE 30' RADIUS. ~ s os'49'41' E 23e;74_ - 1 ~ { j% µ 13~ R3D.0' ~ ' ~ q .0 - ' ~1 / / .17 A S ~ ~ /
6. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS. , , - +z 5a ~ ` * g,03 ~ E 7. SIGHT DISTANCE ARE 10'X70' AT INTERSEC110NS. 29,a ~tia Q A ~ ~ 0 ~F. s ! +3,. 7 .(]~FA4~3 SO.FT.) ~ ~
8. DEVELOPER TO FURNI H TR T I N 5 4 ~ ~ 1 ~fi S S EE S GNS A 0 STOP SIGNS AT ~ 31.0 \ ~ ~ " ~ d,~ oFF ~rE ~
STREET INTERSECTIONS ACCORDING TO STATE STANDARDS. a ~ P1~CT10N k, a \ - SEP'W6z:~REA ~ U
9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL - _ _ _ , ~ - _ ~ • / CONDITIONS PRIOR TO CONSTRUCTION ~ OONTRACTOR S I ' S os49'i1' E 23e. ~ , 4 \ a 9 / 501 ~ ,3`• ,e~/!'
RESPONSIBILITY TO COMPLY YMTH N.C.D.O.T.'S 60.00' .86 : ` 7 / E \ ~ a / ! 71„~ ~ h E ~ s ~ +3,~QT 17A , !
COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION, coNS>RUCnoN " / ~ ~ +32sa 10. SITE CONTRACTOR TO SPREAD SPOtI FROM ALL DITCHES ANO ~ 1 ~ ~ / 2 ~ '1~ ~ 0.20 ACRES 2 ~ 13 y
SWALES AND T TA I I ~ ` ' iNV.2ea ~ t5' 50 0 S B L ZE SLOE SLOPES PER ey ~ - ~ ,Ipt~~ uµ r 8 N 5p o n (8,791.39 SQ.F73~ 4s
THE STATE'S EROSION CONTROL SPEgFlCATIONS. 3o a2 30. ,~0 3 3 11. AU_ DRAINAGE PIPES TO HAVE FLARED ENDS. 3 ~s 3. s ~ E17A 0.42 ACRES F a ~ ~ ! 1 57.20 S .FT. OF SITE 33 2
I 2993 \ I / 12. AU_ HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM I TYPICAL HOUSE ~ / ( ~3 Q ) ? SEPTIC AREA 6~ + 32 sa,
BUILDING SETBACK. ' ( © 1 B9 4 4 ' +30.6, LOT 6A oi•
I 0.38 ACRES 50 X 60 ICAL HODS 18 13. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFlCE ~ 1 509.03 .FT ~ B10`A` 10.6 A E X0.6 A ES o 0.23 A RES W 10' UTILITY EASEMENT
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT I ( SO 50 X 60 (28 605.69 1 ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. I• ~ , (28 605.69 Q.F +3,.s9 91.2 SQ.FT.) X08 r 8s,
• I + 32.75 N UN OFF SITE v 1 CO \ 0 W ^
, N 03'49'41' W 180.97 N \ E + ,.6 ~ 31.69 3'' +I ~ \ / 23 Bl l : 'Q, I N ti N +32.63 • W SEPTIC AREA I
15 ~ / J 3,, 2a W +32,39 ~ I m ~ ,.9s W 0.6 1ACRES 20 / p a. B12 J O 87413`. 9 a N 51b2 a!
I (26,866.3 SOFT. - _ _ ? ~ B12 +33> Og. DIANA P. NELSON COATES
4i ~ ~ •S ,`tty I J 32. ~ / ~ / ~ \ s )~3* I w D.6.2047, P.500 I +l' TRACT 2
m -I 0.40 ACR m / 4 zc F11 ~ I. ~ k Elf y~ ~ ~ a4 ~ ~ ~ (17,240.29 .FT.) ~ / ti ~ B 4 g¢ f • OFF SITE a.os M.B.44, P.136, SL.K-1803 e ~ SEPTIC AREA
31 I ~ N N n ~ +30,92/ 31,78 X r ® ~ ~ ~ 2> ~ ~ B4 ~ ~
~ 3, 3 67 ~ 2 F 12 A C
I o a + e F8 2 C 31.93 ~ + ,10 ~ ~ 15 Bls LOT 4A c°~~ +33aa ?p. ORN f O(
$ I ul 3 I ~ 15 S ~ +32,i~ 85 ~ F7 ~ ~ - ~S 'F , s7 0.40 ACRES R ~ • • I (17,242,97 SO.FT.)
1 ~a ~ i + .98 W
~ I Y N • W 181.98' / ~ ~ l- F LEGEND ~ ~ I +32.,8 F N ~~r~rv~s. ~~1 , ` I ~ 3811 E 200.)8' ~ , ,('111¢.
_ 1 F6 ~'3p~ " 3, s2 32.0 s ¢ - r ~ ~
EIP =EXISTING IRON PIPE > F5 ro `30'33 ~ ] F1 - EPK =EXISTING P.K. NAIL p 2 `2 F4 ~--~-~:~f~ " 0.46 S sx F:~ psi JUL 12 ,2004
SIS =SET IRON STAKE N ~ , ~ 3 1 ~ 0,009.09 SOFT ~ ~3 . I 33.34
R/W =RIGHT OF WAY X ~ .45 ACRES °o ~ 14 m ~ $ 18 ~V / a ~ ATER ~E1Al! ~ , , ,
P.P. =POWER POLE 3 , +2.54 SO.FT.) b \ T ICA a 0.43 A>vRES t8 a, x _ ~ L _ 32.31 o p E26 o F2 - OU , E OVERHEAD ELECTRICAL LINES • ~ Q 50 X 60 96.14 SQL, 1.43 ACRES t8 h ~~~~i)(.1,`V 96.14 SQ ~i ~j ^ +33 3, M B rn~
MBL =MINIMUM BUILDING LINE 7 32. 3, N v ~ (M dt~e g0, N N
O.dcU.E. =DRAINAGE do UTILITY EASEMENT °2 3 + 30.32 m _ d) k 60' " L 3a x23.45 =SPOT ELEVATION ~ ' 32as ~ F °o 20 +2.~I 3
D.E. =DRAINAGE EASEMENT cn ` ''-5'MB~ 3223 rn E27 ,4 A R ~C w~ 3 0 C ES ~ ~ q~ I ~ 19 ~Cq( I j + ~
=GRADING LIMITS ~ ~ 220,880.61 SO.FT,) Y 50'X SE ut , P 6 ~ , ~ 0. 8 ACRES ,o Ok 60. ~ 4 +3~(,r19,7 9.07 SO.FT.) o
--SF-- =SILT FENCE ~ - 7 7 t4 ~ ~ 0 6 2 1' as t81Pq, l F2 ~2
f _ 3 2 2,5 ' =DIVERSION BERM + 11 - 7 1 x 3.36 +32.47 2
+45.2 = SPOT ELEVATION 32 5 ~2E:IP ~ ~ 33•'~---' o: a~ 7~`' ~ ~I )4' B o O
r~ = PROPOSED ELEVATION N ,,+-rs.~^ r•-- `"'~`~s~ ao J3 ? N. C. C~ i9 09 ~ 32 S. R s ~ 33.16
OB = DIVERSION BERM 33.07 7 , ` ~ '0 N ~~c o~ n S q( NO
~ =DRAINAGE FLOW ~ I~ a~ ~b 33 33 + W ~ ~ 33?T ~ \ a' \ ok6 ,~Sf +3325 RA RADING DRAINAGE PLAN \ 0 PRELIMINARY/GENE L G /
~QUy, =RIP-RAP APRON ~ +32.67 EENS 3333 PK ~ CRE \J EI ~ EIP SEDIMENTAl10N & EROSION CONTROL/STORMWATER PLAN
--~-~r~e .=28.27' EK 3 RIP RAP CHECK DAM L ~ 1obr~ 15' LITY EASEMENT SHOWING \ ~EW~y 3s,
, +-33.10 ~ 3 2 Me(\ &Uf
= RIP-RAP INLET PROTECTION ~~.sa
I.i ~ S.T. = 10'X70' SITE TRIANGLE ~ ~ ~ ,2 135 PREPARED FOR
~I 4 ~9 ~
~"'~I ? 4 22 ' ~ ~ ' EIP T WNSHIP ONSLOW COUNTY, NC
,ems p SWANSBORO 0 , PREPARED BY
TEMPORARY SEDIMENT TRAPS STORM PIPE DATA RATIONAL METHOD: \ 3.4, +3~. 2 JOHN L. PIERCE & ASSOCIATES P.A.
STORAGE DETERMINATION METHOD: 4=C I A p, ~3t, ' 3..50 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
LINE TABLE AREA AC X 1800 =REQUIRED STORAGE THIS IS TO CERTIFY THAT A PORTION OF SAID PROPERTY \ ~ DEVELOPER
LINE BEARING LENGTH PIPE AREA(AC) O XSLOPE U=NGTH(FT) SIZE(IN) IS LOCATED 1MTHIN A FLOOD AREA AS DETERMINED BY THE L1 S09'05'49'E 34.67 TRAP AREA AC LENGTH WIDTH PTH FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY TRACT DATA: 3,, PHONE: [phone] DATE: SEPTEMBER 8, 2003 ~ , \ 3so BEAVER CREEK INVESTORS, INC. SCALE: 1 = 100 F.B. 700, PG. 21-32
L2 S78'31'01"E 21.53 ( ) DE A 0.62 1,98 3.5 72 18 LIES WITHIN ZONES "C, B, do A9 WITH A BASE ELEVATION OF - X3327 P.o. eoz 1sa5 JOB 238688 FILE NAME: BEAVER CREEK PHILLIPS
1 0.26 22.5 15 3.5 B 12.54 40.12 1.0 50 36 10.0'. ACCORDING TO "FEMA" MAP N0. 370340-0362C 1MTH TOTAL AREA - 12.80 (557,735 L3 S30'43'12"E 60.05 2 0.50 37.5 15 4.0 AN EFFECTIVE DATE OF JULY 2, 1987 do MAP N0. 370340- DISTURBED AREA = 10.7 AC. 12.80 (557,739.76 SO.FT.) JACKSONVILLE, N.C. 28540 :A = 10.7 AC. \
L4 SOS'30'50'W 29.55 3 0.29 25.0 15 3.5 03660 WITH AN EFFECTIVE DATE OF NOVEMBER 4, 1992. TOTAL NUMBER OF LOTS = 19 OF LOTS ~ 19 LOTS W/ 5 OFFSITE SEPTIC LOTS
4 0.63 42.0 15 4,5 AVERAGE LOT SIZE = 0.54 ACI 5 0.83 55.5 15 4,5 LARGEST LOT =LOT 10 0.96 51ZE = 0.54 ACRES 23,660 SOFT. OWNER (UTILITY) GRAPHIC SCALE ( ) =LOT 10 0.96 ACRES~(41,958 53 SQ.FT.) ~ nuc, nw rnnurv werro nroeonaeur _ ,n, zoo
= LOT 3 (0.38 ACRES) (16,509.03 5Q.FT.r
NOTE: ALL TRAPS TO BE BARRICADED TO PREVENT NOTE: LOTS 16 do 17, LOTS 18 & 19 SHALL HAVE SHARED 5MALLE5T LOT = LOT 3 (0.38 ACCIDENTAL ENTRY. DRIVEWAYS AT TIME OF CONSTRUCTION. WATER = ONSLOW COUNTY WA' .OW COUNTY WATER DEPARTMENT 222 GEORGETOWN ROAD
SEWER = INDIVIDUAL SEPTIC S' TAX PARCEL NO. = 1314-92 REF; D.B.2047, P.500 (TRACT I) 1DUAL SEPTIC SYSTEM JACKSONVILLE, N.C. 28541 0. = 1314-92
M.B.44, P.136, SL. K-1803 (TRACT I) $ = FLAGS LOCATED IN FIELD REVISED: NOVEMBER 24, 2003 (PER ONSLOW COUNTY TECHNICAL REVIEW COMMENTS)( IN FEET )CATED IN FlELD )
REVISED: MAY 13, 2004 1 inch = 50 ft. REVISED: JUNE 1, 2004 REVISED: JULY 8, 2004 SHEET 1 OF 5

2' M1N,

~o°o°o°o°o°o°~ l EXISTING ROAD
hp, 57 STOE °oooQOOOOOQO~°,~ ~ l oOC°c°c°c°o ~E SLOPE LENGTH (FTJ
0 ooaor ~oooo°ooooooo° c2X 100 2 TO 5X 75
°o°o°o°o°o°o°c ~ o°o°o°o°o°o°o'' ~oooo°o°ooo°o h 5 TO 10fi 5O 10 TO 20X 2g
~°o°o°o°o°o°o°~, 3 >20X 15 1
o°o°o°o°o°o° ,`'°o°o°°o°o°°o°o°o RAW 000000 EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
CLASS 'A'RIP-RAP
1' MINIMIJli 4' MINIMUM 50' MIN. MINIMUM 2" x 2"x48" 3' MIN. OAK POSTS OR OTHER WIDTN as
LENGTH ~q APPROVED MATERIAL REOVIREO
ROCK CHECK DAM ~i ~~G I ~{Qj~ BURLAP SHALL 8' SPAgNG (MAX.) DITCH OETAIL "'~q, e
, , ~ S 5'RADIUS SCALE 1 to CONSTRUCTION 3 T NOT BE USED, ,yp • ~~4 NO SCALE
ENTRANCE PA~MEN "~4
PROFlLE I--T---'~ 12 MIN. WELDED WIRE MESH
(SEE NOTE) ~
PLAN VIEW
.
1. Stone elxe - UN NSHA eln No. 2 (2-t/2" to 1") or AASHTO 1
deelgnatian M43, ei:e No. 2 (2-t/2' to I-1/2'). Uee 25'RADIUS 35'RADIUS avahed atone
2. Length - As effective, but not lees than 50 feet
3. Thidmeae -Nat lean than eiz (8) inches 4. Width - Not lean thou fuN width of oX pdnte of R/W WIDTH DIR~F I ` DIRECnON OF
ingna a sgnse. Minimum of 12'. 50' 5. Waehtng -When neeeuory, whede ehdl be deoned to RUN RUN OFF FLOW WOODEN POST
mp,~~e ao0. rtrav remove eedNnent prior to entrona onto publk right-af- WELDED WIRE MESH 5 ft
»~eM way. When warehing le requked, It ehdl be done on an area ttabllzed with auehed stone whkh drolne Into an
approved eedknent trop a eedknent bath. All sediment shall be prevented from entertnq any storm drain, ditch, PAVEMENT WIDTH ~ BACKFILL MIN , t ?I r WIDTH EROSION ik SILTAnON
ar watercawee through use of eandboga gravel, boards , a other approved methods. 18 CONTRA FABRIC GRWNO UNE
6. Maintenance -The entrance ahdl be mamtaned h a condition whkh w01 prevent trakng ar Bowing of ~ 1800 cu ft acre
aedMnent onto puWk rights-of-way. Thle may requln perlodk tap dreteMig rlth additland clone as eondltione ~ 24" MIN. ta• 5 ft MAX
demand and npolr and/ar deonout of any meatune used to 12" EXTRA DEPTH REAUIRED ' 1 ~ FOR NON-STABLE SOILS
TEMPORARY DIVERSION BERM trap tsdiment. AN sediment, tplled, dropped, s!othed or backed onto publk rights-of-way must be removed
Immedlalely. No. 57 STONE ~o UCH sECnON aEw MINIMUM 1' THICK
TYPICAL INSTALLATION OF SILT FENCE FILTER FABRIC
STABILIZED CONSTRUCTION ENTNANCE (D-5) NOT TO SCALE CROSS SECTION
NOT TO SCALE 6" BELOW SETTLED TOP
DESIGN SETTLED RIP-RAP TOP ~ OVERFILL 6"
~ X21" MIN OR SETTLEMENT
SEEDING SCHEDULE
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR 10 SEEDING. APPLY LIME ANO FERTILIZER AND WORK INTO - ~ - _ _ _
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. - - \ _III-III-III-111-1 _ III-~ ~ wEIR -11I-11I-I I1-11 I-11I-11I_
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS ANO WITH ASPHALT TACK ~ ) - _i n-~ ~ ~ ~-i ~ _ - -
WHETiE SLOPES EXCEED 4X. 4 ft MIN __;,III i-111, III-- o =III- ~ -111__ 1.5 - i I-
MATERIAL. APPLICATION RATE 5 ft ft =
LIME 2 TONS/ACRE 50 OR 60' R/W MAX 1 =11 2:1 SIDE FlLL ~ ~ - L- p MAX
20x SUPERPHOSPHATE 800 POUNDS/ACRE FERnuzER(to-to-lo) looo Potx+os/ACRE CONSTRUC110N SEQUENCE OF EACH SECTION ~ - - SLOE - = ' EMERGENCY BY PASS
APRIL -JULY I FILTER ~ 1=' 1:1 SIDE SLOPE 6" BELOW SETTLED TOP
FESCUE, NY-31 50 POUNDS/ACRE 1. OBTAIN PLAN APPROVAL BERMUDA (HULLED) 10 POUNDS/ACRE 2. INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do ROCK CHECK DAMS AND INSTALL SILT FENCE. e, FABRIC ~ = MAX OF DAM ~
3. BEGIN STRIPPING SITE do EARTHWORK. e 18' OR 20' PAVEMENT e'
JANUARY -MARCH FESCUE, KY-31 50 POUNDS/ACRE 4. CONSTRUCT STORMWATER DETENTION POND. i.~ 1/4" PER FT. MIN. 3 ft IN
BERMUDA (UNHULLED) 20 PWNDS/ACRE S. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FlLTERS) ANO RIP-RAP APRON. RYE (GRAIN) 25 POUNDS/ACRE 6, MAINTAIN STRUCTURES DURING CONSTRUCTION. xt NATURAL GROUND x, s:, STONE SECTION
SEPTEMBER -NOVEMBER 7. STABILIZE SLOPES dt DITCHES AS THEY ARE BROUGHT TO GRADE. x ~ ~ ~ I ~ ~
FESCUE, KY-31 30 POUNDS/ACRE 8. REMOVE TEMPORARY MEASURES.
MIA.AI 2 -9. PERMANENT GROUND DOVER TO BE ESTABLISHED WITHIN 15 MbRIQNG DAYS SLOPE TO ~ TO e' co?~acTEO sroNe AL GRADE ~ ~ y ~
AFTER COMPLETION OF ANY PHASE OF GRADING. NATURAL GRADE ASPHALT TACK J00 GALLONS/ACRE CO TEMPORARY SEDIMENT TRAP
NOTE; OWNER NAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. COMPACTED EARTH 8 (D-8)
UNDER NO CIRCUMSTANCES MAY 'WEEPING LOVE GRASS' BE USED.
v - v v
ROAD DETAIL
SEEDBED PREPARATION NOTES: ~ CROSS-SECTION
_ 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. -
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD M11H AVAILABLE _ - NOT TO SCALE S.T,B.C. OR A.B.C.
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHAM BE 4'-8" DEEP. Proposed Roadtlde dtch (rip-rap Iknd) - 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE ROAD i
SURFACE SO THAT THEY MILL NOT INTERFERE WITH THE ESTABLISHMENT ANO ~ - - MAINTENANCE OF VECETA110N. SURFACE FOR FlNAL SEIABED PREPARAl10N, - .
AT FlNISH GRADES SHOyfN, SHALL BE REASONABLY SMOOTH ANO l1NIFORIiI. ~ ` j'`-.: 4. IF NO SOIL 1EST IS TAKEN, FERTILIZER ANO LIME TD BE AOOOR011G TO SEEDMC ~ ' - - J
SPECIFlCA710NS ABOVE. M ADgTION, PRONDE t5 LBS/1000 S.F. OF SUPER - - ~ - I I - _III =1
PHOSPHATE, 5. IF SOIL TEST IS TAKEN, PRONDE LIME AND FERTILIZER ACCORDING TO SOIL TEST ~ ~a1 I I 1=III RIP-RAP SIZE AS Ill -III
REPORT. ~ 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND tHXED IMTH THE SOIL 1~1=III=~ =1 I -111
DURING SEEDBED PREPARATION. fq`' 5 _ REQUIRED BY DESIGN _ I =111=1~'~'s oo - _
NI dbturbed A - - DEPTH AS NEED o l II =III _ re.a III - - 2 od = _ _ III=1 8e o0o II _III _III
~ to be needed SITE PREPARATION NOTES: - =III - e oo _ - - - =111=1b e. :°0-III-III-III=
III - - - o do°-_ - -
1. CLEARING AND GRUBBING SHOULD BE PERFORMED TO REMOVE ANY s'Rq-RaP VEGETATION, STUMPS AND ROOTS THAT ARE STILL PRESENT ACROSS 12'~~ = III=III= b e °0111=111-III=III _III _ ~ o~ _
THE SITE. - - 1 _ ( _ e de 80 o~oQO o o ""pe, o °p o ,,'per o. 0 00 0 •b1(1',~ ,,°p, •p • ° ~C a -III - III = 1 - - - ~Quo-o•e o.o~o~dS °o•e o w• o o•o at!'yeS:o c~db:u°o_ o.o o0-p 0 - - -
FlLL CONSTRUCTION NOTES: = 111-III-111-111-111-111=III-III-III=III-111=III=111- - _III-111 =111=111 _III _ _ _ _ 1_111 _ _
2. THE EXPOSED SUBGRADE SHOULD BE PROOFROLLED TO DETECT UNSTABLE 1. THE FlLL MATERIALS SHOULD HAVE PLASTICITY INDEX OF LESS THAN CONDITIONS AFTER A SUITABLE PERIOD OF DRY WEATHER TO AVOID -III _111=III= _ _ _ _ _ _ _ _ =1 _ -i I_ ~ ~ ~ - _III_III_III_III_III_III_III_III_III_ II _
25, A MAXIMUM PARTICLE SIZE OF FOUR INCHES, ANO SHOULD 8E DEGRADING THE SUBGRADE. RELATIVELY FREE OF ORGANIC MATERIALS. - - FILTER LAYER,
2. COMPACTED FlLL SHWLD BE CONSTRUCTED 8Y SPREADING SUITABLE 3. THE PROOFROLLING SHOULD CONSIST OF A LOADED DUMP TRUCK OR Road Crossing 51MILAR EQUIPMENT JUDGED ACCEPTABLE BY THE SITE ENGINEER. Cross Section gravel or fabric
SOIL IN EIGHT TO TEN INCH THICK LOOSE LIFTS. Not To Scde
4. THE PROOFROLLING EQUIPMENT SHOULD MAKE SEVERAL PASSES OVER 3. THE FILL SHOULD BE COMPACTED TO 98 PERCENT OF THE STANDARD EACH SECTION WITH EACH PASS PERPENDICULAR TO THE PREVIOUS
PROCTOR MAXIMUM ORY DENSITY (ASTM D 698). PASS. DEPTH
4. ONE IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN EVERY 5,000 5. UNSUITABLE MATERIALS ENCOUNTERED DURING PROOFROWNG SHOULD 13 . 1s' RIP-RAP SIZE MIN. THICKNESS
SQUARE FEET FOR EACH FILL LAYER. BE REMOVED ANO REPLACED WITH PROPERLY COMPACTED FlLL.
5. FILL PLACEMENT AND COMPACTION OPERATIONS SHOULD BE OBSERVED 6. THE SITE ENGINEER SHOULD OBSERVE THE PROOFROLUNG OPERATIONS 6" 12"
AND DOCUMENTED BY A REPRESENTATIVE OF THE SITE ENGINEER. AND MAKE RECOMMENDATIONS FOR ANY UNSTABLE OR UNSUITABLE
CONDITIONS ENCOUNTERED. 6. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE AND UNDER-CUT.
CONTRACTOR SHOULD TEST SOIL AND SUB-SURFACE CONDITIONS TO
VERIFY VOLUME OF UNDER-CUT REQUIRED PRIOR TO BIDDING BECAUSE THIS WORK WILL BE ON A LUMP SUM BASIS TO INCLUDE ALL UNDER- ~
CUT NECESSARY FOR COMPACTION.
N A DETAIL SHEET 0 SC LE SHOWING
AS NOTED R.C.P. 8.2'
PREPARED FOR
f
GENERAL NOTES:
1. DURING ALL EARTHWORK OPERATIONS, POSITIVE SURFACE DRAINAGE SAWNS80R0 TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY
SHOULD BE MAINTAINED TO PREVENT WATER FROM PONDING ON THE
SURFACE. JOHN L. PIERCE & ASSOCIATES P.A.
2. IF PRECIPITATION IS EXPECTED, THE SURFACE MAY BE ROU.ED WITH 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
A RUBBER-TIRED OR STEEL DRUMMED ROLLER TO IMPROVE SURFACE CLASS°A" RIP-RAP PHONE: [phone] DATE: MAY 13, 2004 A RIP-RAP SCALE: NONE F.B. 700, PG. 21-32
RUNOFF. 4' JOB #238688 FILE NAME: BEAVER CREEK PHILLIPS .
3. SITE CONTRACTOR IMLL ASSUME THE RESPONSIBILITY OF MAINTAINING
EROSION CONTROL UN11L ACCEPTED BY N.C.D.E.H.N.R. Revised: 7-8-04
RIP-RAP APRON ~N
OUTLET PROTECTION :TION
(NOT TO SCALE) E)
SHEET 4 OF 5

'I, JOHN 1. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MA UNDER MY SUPERVISION WETLAND POINTS F1-F21
DEED DESCRIPTION RECORDED IN BOOK , PAGE ETC.) L11E TABLE ,r UNE BEARING LENGTH
OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY WETLAND PONTS D1-D9 L47 S '06" 30,02 HWy, 24
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOKS , UNE TABLE PAGE ~ ; THAT THE RA110 OF PRECISION AS CALCULATED IS UNE BEARING LENGTH L'~ 60 ' 4" 30.38
1: L~j~2~' THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH l89 N '4 '44"W 24.68 L49 1 26.11
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, L9O N76'05'3 " 56.74 IICEN~~,IR " iN63~2 AND SEAL THIS ~ OAY OF ,,LL~~ , 20 L92 S6319'34` 26.73 ~ ' 4` 23.10 N 1g
~ ~ - ~'1'~ ~RTH L51 1'1 ' 25.28 i PBR Y 8.4~. P.136 l52 14 7' 30.21
C~~ . C L93 77 27.19 •'9 L94 4' 34.81 L53 N ' 7" 21.82
5~'AL .dR~A1o~s S6 43 29 ~ ' ~ ~ L95 " _ S 0 - SURVEYOR 559'43' 4 21.51 L54 '41' 22,21
=~:D rq Z~Z= L96 1 L55 ~ 1 7 24.92 0 8?0
O :Z ~ ~ : 47L ~ Li''~ I. S64 7 8 8.61 - :0 ~ •D_ 'y ~ UCENSURE NUMBER' L56 39.19 2 90
2'~~, oQ, ~`7 4' ' 4"W 38.42 L58 76 25.60 S~~
p1ERG~,~~, L59 7 8'4 'W 28,80
WE`i~kl~ POINTS C1 A3-CS L60 7 8'4 ' 9' 39.88 BEAR CR
UNE TABLE L61 EEK ROq s s 11 22.54
LINE BEARING LENGTH l5 4 1 '1 73.31 L61A ' 4'W 28.88 L618 79 6'10"W 39.77 VICINITY MAP -NOT TO SCALE
L6 71'4 '4 "W 9.01 L62 8' 'W 36.83
L7 7 ' 1'4 " 16.07 a VICTOR CORDON BELL L63 • 7'.µ'W yg,gi
1124 S 4'4 ' "W 29,37 a;'~ ~Z BRAX' BRAXTON HOWARD do WIFE, D.8.1747, P,0792 L64 64 "W 28.08
L125 S i ' 7"w 47.88 '~yA~i~rn OPHE~ OPHEUa HOWARD L65 48 ' S"w 38.07 D.B.951, P E l88 10' 1' 'W 30.30
L126 N 6 7' S" 17.69 fi 4 D.B.9, rn~ L127 N 33.93 ,~D WETLAND POINTS E1-E27 12
It 28 N8 5' 5" 11.14 ~ NC RICHARD W. WYCKOFF II uNE TABLE ZONE 8 H gRP • D.6.1551, P.695 UNE BEARING LENGTH
GEORGE EKSTROM ~ wIFE, ~ ~ ,~~yG OT~~ " L18 1 'yy 10.19
~ ~y ~ BEATRICE EKSTROM ~,0 WETLAND POINTS AJ-A2OA MARGE A T1S ~ pNµ K ~ ~ DS 3b IS \i ` U9 N 9 W 27,88
UNE TABLE P.416 ~ ,~St i S PN u ~ `r'~ L20 N7 4'4 "W 28,33 p G ,~S 4 R~ P~ .......(if ...;.n 1
UNE BEARING LENGTH ~ ZONE B A~~G 16.2 U~..'3....`j...;-~ e ~ N8 b W 25.70
U29 11 1'S "W 66.54 TAN TROUGH BRANC ~ 9'4^5 LtO 6 'W 53.34 3 g4,5 •,•lj ~~o;~ u...... L22 8 '41' "W 31.24 • ,.:~o~ <r. `~~o.•~;y~~ ~~:'~,~y L23 N . 4' .W 23.11
~ 112' WIDE ~ l11 79• '4 "W 19.79 ~ JAMES R, POTTE g:"''
" D•8.929 P.325 NOS L12 'S5 4 W 16.76 1 Ob , 9A, StS~S~' ADS ?o L24 W 27.52 ~5 .W 23.33
" g7~ 2 ~•>o L13 20.50 3S ti~o~.-'~~;~~+.rifi S8 '46 3 W ~ ~ fj7~~~s,;~;d' L26 7 7 •W 20,15
L14 75.4 ' 33.44 `.6 ~'~o~• ZONE A9 ZONE A9 L27 "W 28.91 ELEV. 10' ELEV. 10' L28 7 '4 'i " 32.48
L15 N T ' 1" 44.80 ;;m~,;zl.~~ t99 L16 7 5' 1" 31.67 ~ L29 7 ' ' 21,77
L13O EP U;1 71 44 23.18 l . 9 " 901 ZONE B ;o. UPLANDS ~ ~ ~ L30 N "W 24,27
Lt 31 4 '4 ' 33, 43 ~ 1 • S ti ~ti, ; L31 N 22.33
~I_ iD• 1132 ' 3" 85.82 I r r • ^.3 'ALL • '~1~, '7'~ L32 N 'i "W 24.78
L133 g g 41.26 C"+.:R :.w nJ' ' UPLANDS ZONE E g l33 '4 " 25.30 S ZONE 8 L34 "
L134 t " ~ '.o 17 28.3 -~y L135 .41 ~ • ~ 4 WETLANDS 7~ ! iw e ° N W 28.43 `O L35 48.31
48 1 82 L138 '1 'W 19.24 , ~ " 3 . ~ L36 'W 35.18
¦ ~ r' $ tee oe;,4~.nro L18 t W 10.19 ~ 0.09 ACRES ~ ^ "•101 L37 N '4 44,50
o ~ ; L38 ' 8'W 27.17
•O L39 44• •'yir 32.90 ^ L40 '4 ' 'W 28.71
WETLAND POINTS A22-A49 p ~~u e'ai Ui+E rABI.E z n ~
UNE BEARING LENGTH = m ~ 12.80 ACRES ~ J 2 l41 p 37.09 - ~ES ~ L42 41.81
l97 S7O'S8'28"W 23.92 ~ ~ L 8 (557,739.76 SO 1 } I rT } C; C L43 'W 33.59
L98 809'86'01 "E 27.77 3 q a ,a w e,,; L99 S1 T48 01 "E 23.39 ~ ~ q O L44 '1 'W 32.60 'rr N , N L45 4 4 "W 38.07
L1OO a>" ~ ' 9'44" 24.51 n ~ Eli ~ ~ L48 29.10 O ,y N 7 W
L1O1 19.04 O ~ ~ UPLANDS ' ' 2 c0 M ~3% 2 ~
Li O2 27.58 w F'"~' ~+`,p. S N S J ~ WETLAND POINTS 61-622
L1O3 22.06 I ~ ~ 404 WETLANDS ,rd. 11 44 ~ h ~ 1.29 ACRES , ~ ~ L1O4 14' ' 7"W 28.54 o z ° ~•~s"E;~r Jyj ~ DIANA P NEL50N COATES ur~E 1A~E S ~ D.6.2047, P 500 UNE BEARING LENGTH
L1O5 44 S 1 28.82 ~p E,e B9 TRACT 1 L87 14.95
L1 O6 7 31.42 ~ ~ S ~ ~ M.6.44, P 135. SL.K-180 ~ • 3 L68 7 4 25.39
r " J L1O7 34.79 ~ = s L69 N 7 ' 33.00 UO 7 ' 39.85
1 " ~G/ I L1O6 1 1 24.82 Vi 3 1 , " U Goy:' .ne ,r: L71 N8 '47' 48.28
L 09 S4 9 W 34.20 o r,~ L72 N ' 9'4 ` 15.97
L11O S 5 4 1 28.62 Z ~ " ~ ! '.r9 Llll 28,46 l~ ~~I 1;r U1_ ~ UP UPLANDS • o L73 N "W 31.82
L112 1 ' g" 30.33 ~ ~OS~~: re a ~ . e.. L74 N1 i' 16.88
41 P S'... ~ L113 45.36 n' "'I" r 1 9 ~ ~ ~ .r , ~ OS L75 ' g' 22.01 L78 20.Q9
L114 4' 25.49 •t'• 49 e+e L77 N ' 9 26.51
L115 40.40 ~.,czs i~ ~,~5 n, ia„ 43 W EPK Mv,. 1~ L78 23.39
L116 7 27.21 w "e r.e'\ to Li17 ' 9'18"W 32.65 ^ co ~ ''~~q~, •i e,, tO ~ L79 21.14
Lt16 N7 ' 4'W 24.54 ~ ~z, UPLANDS p `1~' ~ LBO 22.69 44
L119 N .W 24.33 N n g ,"t •ia~ ~ a t 05.04 n + L81 7 28.88 B7Dr, L82 24.13
L12O 4 W 18.34 ~ ~ 5.11' ~ IP r7~,e7 Z ~'4r w 1°n. ti Qt'19'S • tO }s,•;~., , ~J L83 18.13 r e:'
Lt21 7' 1" 20.73 gg' W N ~ 5 E H T ?.I4' ~ e. EI N ~ .R. 1509 - 17?' tP 1i22 S 17'47" 26.54 (OUEE sir 0) E' l84 N 1' 19.15
L123 S 18'11" 17.93 / NS CRE R W t~.'~" 2 L85 '1 ' 25.41
k~ EK ROgO !'r " EIP PK ) 5 L88 1' 24.61
.ice' ~S) lS L87 N 9 3' 28.81
N ,6. ea uNE TABLE J3 45" 16 ~6,~• L88 8 42.55 33.45"
f LINE BEARING LENGTH f EIP BOUNDARY & WETLANDS SURVEY
L1 809 5'49"E 34.67 PREPARED FOR a
L2 S78'3i'O1"E 21.53 . 7• \ ~
L3 S3O'43'12"E 60.05 THIS CERTiFlES THAT THIS COPY q' THIS PLAT ACCURATELY DEPICTS L4 SO8'3O 50 w 29.55 THE BOUNDARY of THE JURtSDICnON OF SECTION 404 0< TME CLEAN SAWN R T SBO 0 OWNSHIP, ONSLOW COUNTY, NC
WAtER ACT PURSUABT TO THE 1987 CORPS OF ENgNEERS WETLANDS PREPARED BY
DEUNEA110N MANUAL AS DETERMINED BY THE UNDERSICNET) ON THIS JOHN . P L I & ASS IA P.A.
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR pUBUSHED ~ 409 JOHNSON BLVD.
LEGEND RECUUnONS, THIS DETERMINATION OF SECTION 404 JURISaCnpN MAY 8E REUED UPON FOR A PERIOD OF FIVE YEARS FROM T>a!S DATE. JACKSONVILLE, NC 28540 PHONE: [phone] DATE: SEPTEMBER 8, 2003
EIP =EXISTING IRON PIPE SCALE: 1"= 100' F.B. 700, PG. 21-32
EPK = EXISIING P.K. NAIL SIS =SET IRON STAKE SOB X238688 FILE NAME: BEAVER CREEK PHILLIPS
R/W =RIGHT OF WAY - *oArT DATA: GRAPHI
P P =POWER POLE SI 1URE OF U.S. MY CORPS OF GINEERS OFFlCAL _ _ C SCALE
--E-- =OVERHEAD ELECTRICAL LINES TOt~ TOTU. AREA ¦ ~7 !10 ACRES •m p eD ~p ~ ~ AQEA OF WE1'UKDS •1.16 ACRES
DATE OF Si NATURE +~QEA OF UPUNOS • 11.04 ACpE5
Sr ~ Sr'?FR ¦ INDIVIDUAL SEPTiC SYST£u
~y00 3~ wA wA~R ¦ ONS10w COUNTY ~ ~'1'
1 "itticc • 100 ft, .
F: D.6.2O41, P.5OO (TRACT I) RENSED: FEBRUARY 21, 2004 (ADDED WETLAND POINTS ON C LINE5 8t REMOVED POINT D7 ) APRIL 7, 2004 (C?+ANCEO WETLANDS ONES ON ISOLATED POCKETS NEXT TO CREEK)
- M.8.44 P.136 SL. K-18OJ TRACT I APRiI 23 2004 ADDED WETLANDS POINTS A11 At A14 At8 Ail M .A20 OA
4
11 ~ar~li

'I, JOHN 1. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MA UNDER MY SUPERVISION WETLAND POINTS F1-F21
DEED DESCRIPTION RECORDED IN BOOK , PAGE ETC.) L11E TABLE ,r UNE BEARING LENGTH
OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY WETLAND PONTS D1-D9 L47 S '06" 30,02 HWy, 24
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOKS , UNE TABLE PAGE ~ ; THAT THE RA110 OF PRECISION AS CALCULATED IS UNE BEARING LENGTH L'~ 60 ' 4" 30.38
1: L~j~2~' THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH l89 N '4 '44"W 24.68 L49 1 26.11
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, L9O N76'05'3 " 56.74 IICEN~~,IR " iN63~2 AND SEAL THIS ~ OAY OF ,,LL~~ , 20 L92 S6319'34` 26.73 ~ ' 4` 23.10 N 1g
~ ~ - ~'1'~ ~RTH L51 1'1 ' 25.28 i PBR Y 8.4~. P.136 l52 14 7' 30.21
C~~ . C L93 77 27.19 •'9 L94 4' 34.81 L53 N ' 7" 21.82
5~'AL .dR~A1o~s S6 43 29 ~ ' ~ ~ L95 " _ S 0 - SURVEYOR 559'43' 4 21.51 L54 '41' 22,21
=~:D rq Z~Z= L96 1 L55 ~ 1 7 24.92 0 8?0
O :Z ~ ~ : 47L ~ Li''~ I. S64 7 8 8.61 - :0 ~ •D_ 'y ~ UCENSURE NUMBER' L56 39.19 2 90
2'~~, oQ, ~`7 4' ' 4"W 38.42 L58 76 25.60 S~~
p1ERG~,~~, L59 7 8'4 'W 28,80
WE`i~kl~ POINTS C1 A3-CS L60 7 8'4 ' 9' 39.88 BEAR CR
UNE TABLE L61 EEK ROq s s 11 22.54
LINE BEARING LENGTH l5 4 1 '1 73.31 L61A ' 4'W 28.88 L618 79 6'10"W 39.77 VICINITY MAP -NOT TO SCALE
L6 71'4 '4 "W 9.01 L62 8' 'W 36.83
L7 7 ' 1'4 " 16.07 a VICTOR CORDON BELL L63 • 7'.µ'W yg,gi
1124 S 4'4 ' "W 29,37 a;'~ ~Z BRAX' BRAXTON HOWARD do WIFE, D.8.1747, P,0792 L64 64 "W 28.08
L125 S i ' 7"w 47.88 '~yA~i~rn OPHE~ OPHEUa HOWARD L65 48 ' S"w 38.07 D.B.951, P E l88 10' 1' 'W 30.30
L126 N 6 7' S" 17.69 fi 4 D.B.9, rn~ L127 N 33.93 ,~D WETLAND POINTS E1-E27 12
It 28 N8 5' 5" 11.14 ~ NC RICHARD W. WYCKOFF II uNE TABLE ZONE 8 H gRP • D.6.1551, P.695 UNE BEARING LENGTH
GEORGE EKSTROM ~ wIFE, ~ ~ ,~~yG OT~~ " L18 1 'yy 10.19
~ ~y ~ BEATRICE EKSTROM ~,0 WETLAND POINTS AJ-A2OA MARGE A T1S ~ pNµ K ~ ~ DS 3b IS \i ` U9 N 9 W 27,88
UNE TABLE P.416 ~ ,~St i S PN u ~ `r'~ L20 N7 4'4 "W 28,33 p G ,~S 4 R~ P~ .......(if ...;.n 1
UNE BEARING LENGTH ~ ZONE B A~~G 16.2 U~..'3....`j...;-~ e ~ N8 b W 25.70
U29 11 1'S "W 66.54 TAN TROUGH BRANC ~ 9'4^5 LtO 6 'W 53.34 3 g4,5 •,•lj ~~o;~ u...... L22 8 '41' "W 31.24 • ,.:~o~ <r. `~~o.•~;y~~ ~~:'~,~y L23 N . 4' .W 23.11
~ 112' WIDE ~ l11 79• '4 "W 19.79 ~ JAMES R, POTTE g:"''
" D•8.929 P.325 NOS L12 'S5 4 W 16.76 1 Ob , 9A, StS~S~' ADS ?o L24 W 27.52 ~5 .W 23.33
" g7~ 2 ~•>o L13 20.50 3S ti~o~.-'~~;~~+.rifi S8 '46 3 W ~ ~ fj7~~~s,;~;d' L26 7 7 •W 20,15
L14 75.4 ' 33.44 `.6 ~'~o~• ZONE A9 ZONE A9 L27 "W 28.91 ELEV. 10' ELEV. 10' L28 7 '4 'i " 32.48
L15 N T ' 1" 44.80 ;;m~,;zl.~~ t99 L16 7 5' 1" 31.67 ~ L29 7 ' ' 21,77
L13O EP U;1 71 44 23.18 l . 9 " 901 ZONE B ;o. UPLANDS ~ ~ ~ L30 N "W 24,27
Lt 31 4 '4 ' 33, 43 ~ 1 • S ti ~ti, ; L31 N 22.33
~I_ iD• 1132 ' 3" 85.82 I r r • ^.3 'ALL • '~1~, '7'~ L32 N 'i "W 24.78
L133 g g 41.26 C"+.:R :.w nJ' ' UPLANDS ZONE E g l33 '4 " 25.30 S ZONE 8 L34 "
L134 t " ~ '.o 17 28.3 -~y L135 .41 ~ • ~ 4 WETLANDS 7~ ! iw e ° N W 28.43 `O L35 48.31
48 1 82 L138 '1 'W 19.24 , ~ " 3 . ~ L36 'W 35.18
¦ ~ r' $ tee oe;,4~.nro L18 t W 10.19 ~ 0.09 ACRES ~ ^ "•101 L37 N '4 44,50
o ~ ; L38 ' 8'W 27.17
•O L39 44• •'yir 32.90 ^ L40 '4 ' 'W 28.71
WETLAND POINTS A22-A49 p ~~u e'ai Ui+E rABI.E z n ~
UNE BEARING LENGTH = m ~ 12.80 ACRES ~ J 2 l41 p 37.09 - ~ES ~ L42 41.81
l97 S7O'S8'28"W 23.92 ~ ~ L 8 (557,739.76 SO 1 } I rT } C; C L43 'W 33.59
L98 809'86'01 "E 27.77 3 q a ,a w e,,; L99 S1 T48 01 "E 23.39 ~ ~ q O L44 '1 'W 32.60 'rr N , N L45 4 4 "W 38.07
L1OO a>" ~ ' 9'44" 24.51 n ~ Eli ~ ~ L48 29.10 O ,y N 7 W
L1O1 19.04 O ~ ~ UPLANDS ' ' 2 c0 M ~3% 2 ~
Li O2 27.58 w F'"~' ~+`,p. S N S J ~ WETLAND POINTS 61-622
L1O3 22.06 I ~ ~ 404 WETLANDS ,rd. 11 44 ~ h ~ 1.29 ACRES , ~ ~ L1O4 14' ' 7"W 28.54 o z ° ~•~s"E;~r Jyj ~ DIANA P NEL50N COATES ur~E 1A~E S ~ D.6.2047, P 500 UNE BEARING LENGTH
L1O5 44 S 1 28.82 ~p E,e B9 TRACT 1 L87 14.95
L1 O6 7 31.42 ~ ~ S ~ ~ M.6.44, P 135. SL.K-180 ~ • 3 L68 7 4 25.39
r " J L1O7 34.79 ~ = s L69 N 7 ' 33.00 UO 7 ' 39.85
1 " ~G/ I L1O6 1 1 24.82 Vi 3 1 , " U Goy:' .ne ,r: L71 N8 '47' 48.28
L 09 S4 9 W 34.20 o r,~ L72 N ' 9'4 ` 15.97
L11O S 5 4 1 28.62 Z ~ " ~ ! '.r9 Llll 28,46 l~ ~~I 1;r U1_ ~ UP UPLANDS • o L73 N "W 31.82
L112 1 ' g" 30.33 ~ ~OS~~: re a ~ . e.. L74 N1 i' 16.88
41 P S'... ~ L113 45.36 n' "'I" r 1 9 ~ ~ ~ .r , ~ OS L75 ' g' 22.01 L78 20.Q9
L114 4' 25.49 •t'• 49 e+e L77 N ' 9 26.51
L115 40.40 ~.,czs i~ ~,~5 n, ia„ 43 W EPK Mv,. 1~ L78 23.39
L116 7 27.21 w "e r.e'\ to Li17 ' 9'18"W 32.65 ^ co ~ ''~~q~, •i e,, tO ~ L79 21.14
Lt16 N7 ' 4'W 24.54 ~ ~z, UPLANDS p `1~' ~ LBO 22.69 44
L119 N .W 24.33 N n g ,"t •ia~ ~ a t 05.04 n + L81 7 28.88 B7Dr, L82 24.13
L12O 4 W 18.34 ~ ~ 5.11' ~ IP r7~,e7 Z ~'4r w 1°n. ti Qt'19'S • tO }s,•;~., , ~J L83 18.13 r e:'
Lt21 7' 1" 20.73 gg' W N ~ 5 E H T ?.I4' ~ e. EI N ~ .R. 1509 - 17?' tP 1i22 S 17'47" 26.54 (OUEE sir 0) E' l84 N 1' 19.15
L123 S 18'11" 17.93 / NS CRE R W t~.'~" 2 L85 '1 ' 25.41
k~ EK ROgO !'r " EIP PK ) 5 L88 1' 24.61
.ice' ~S) lS L87 N 9 3' 28.81
N ,6. ea uNE TABLE J3 45" 16 ~6,~• L88 8 42.55 33.45"
f LINE BEARING LENGTH f EIP BOUNDARY & WETLANDS SURVEY
L1 809 5'49"E 34.67 PREPARED FOR a
L2 S78'3i'O1"E 21.53 . 7• \ ~
L3 S3O'43'12"E 60.05 THIS CERTiFlES THAT THIS COPY q' THIS PLAT ACCURATELY DEPICTS L4 SO8'3O 50 w 29.55 THE BOUNDARY of THE JURtSDICnON OF SECTION 404 0< TME CLEAN SAWN R T SBO 0 OWNSHIP, ONSLOW COUNTY, NC
WAtER ACT PURSUABT TO THE 1987 CORPS OF ENgNEERS WETLANDS PREPARED BY
DEUNEA110N MANUAL AS DETERMINED BY THE UNDERSICNET) ON THIS JOHN . P L I & ASS IA P.A.
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR pUBUSHED ~ 409 JOHNSON BLVD.
LEGEND RECUUnONS, THIS DETERMINATION OF SECTION 404 JURISaCnpN MAY 8E REUED UPON FOR A PERIOD OF FIVE YEARS FROM T>a!S DATE. JACKSONVILLE, NC 28540 PHONE: [phone] DATE: SEPTEMBER 8, 2003
EIP =EXISTING IRON PIPE SCALE: 1"= 100' F.B. 700, PG. 21-32
EPK = EXISIING P.K. NAIL SIS =SET IRON STAKE SOB X238688 FILE NAME: BEAVER CREEK PHILLIPS
R/W =RIGHT OF WAY - *oArT DATA: GRAPHI
P P =POWER POLE SI 1URE OF U.S. MY CORPS OF GINEERS OFFlCAL _ _ C SCALE
--E-- =OVERHEAD ELECTRICAL LINES TOt~ TOTU. AREA ¦ ~7 !10 ACRES •m p eD ~p ~ ~ AQEA OF WE1'UKDS •1.16 ACRES
DATE OF Si NATURE +~QEA OF UPUNOS • 11.04 ACpE5
Sr ~ Sr'?FR ¦ INDIVIDUAL SEPTiC SYST£u
~y00 3~ wA wA~R ¦ ONS10w COUNTY ~ ~'1'
1 "itticc • 100 ft, .
F: D.6.2O41, P.5OO (TRACT I) RENSED: FEBRUARY 21, 2004 (ADDED WETLAND POINTS ON C LINE5 8t REMOVED POINT D7 ) APRIL 7, 2004 (C?+ANCEO WETLANDS ONES ON ISOLATED POCKETS NEXT TO CREEK)
- M.8.44 P.136 SL. K-18OJ TRACT I APRiI 23 2004 ADDED WETLANDS POINTS A11 At A14 At8 Ail M .A20 OA
4
11 ~ar~li

VICTOR GORDON BELL HWY, 24 D.8.1747, P.0792
N
BR E, , w10E tea...---- y
a PHEUA HOWARD H .~12 _ -----~~-"""A Z ~ ?;a y D.8.951, P.147 RPNG / / ~ 0 9 Z - 8 98 / / N ~
m?~~,~~ SRS 5 ~ ~
w SPR as / " ~ ZONE NK o ~ ~ ~ ~'0 1620
~0 T 'Y 5~ 8 / 3 / ~ 7 T Q
~ ,~v • ~ ~ . ~ I TE
GEORGE EKSTROM do WIFE, ~ ~R ~ i S ~ ~ 6 A41 783
BEATRICE EKSTROM do DAUGHTER MARGE ANN SHEPETIS / / ~ y ?0• BEAR
D.B. 656, P. ~ CR a D~. zoo EEK ROAD / ~
r ~ L
ZONE B ~~L ' p38 ~ ~ VICINITY MAP -NOT TO SCALE +s.7o
_ 49
.0 ~ ~ ,J`_
rYORTH P3'R X. g, 4~, P. f 88 _ ~ ~ ~ i-- d +,279 '1 \ _ A
TAN TROUGH BRANCH _ '(5 1 „i-.~,;; ' " AJ4 ~r ~ i '~s - _ _ 13.56 \
07 111' WIDE JAMES R. POTTER i ~ JO fir- / / \
D.6.929, P.325 ~ ~ ~ ' / , 3 / 3 ~ ~ `~-i ~ ~ ~ ,
~ SIS i _
7s ~ ~ ~ 1 A27 / = 9, ,ems ~ ~ ~ ~
•r / ~ - •9~1 ~ /
/ _ - +2a.aa - r- \ZONE A9 / ~ y. \ ,
21, 6 2,,6b ,8.61 ~ ~ ~ / / I A2 A2:4 -'-ELEyr1~0 ~ V. Aga ~ ELE 10 A ' i 0 ~ A
2s., 3 i ~ / 463 ,3 ~2 ~ ~ i' 2 i-, / 23 ro 0. 7 CR~S~
I i ~ ~ n ~ p m ~ + 1O ro 1 .FT.~~
A ~ X05- ~ \ 9 0.96 CRE ~ +20. ~ ~ ^e / 41,958. O.FT.) / I ~ 100 YEAR FLOOD PLAIN
y. 7~ ~ I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS 1 P 2,. ~ ~ .4~ IR o 56 ACRES ( + 2 a, \ ~ / ~ / : ~ / / / LINE (ZONE A o X30 . T.) i \ PTI AREA ~ 4 / ~ )
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY t3 ~ D / in +23.58 UPLAND /
2,. ~ ~A ,7.orY'~ l:~ Ea fit/ / MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN 0 ZONE ~ ? 9 / ti / / ~ ~ +23, o / i Z E ~ ~ y/
HEREON ; THAT THE BOUNDARIES NOT SURVEYED ARE ~ IS438 ' S ~ 7~ f / / n ) 2t 6 ~ t. n CLEARLY INDICATED, THAT THE RATIO OF PREgSION 2, C A38 , , ?g. 1 / / 4~ i~ +2d.1 / / LP,
AS CALCULATED IS 1:10,000+; WITNESS MY 122 ? s.7 A ti"' SE J~ \ ~ zo.
ORIgNA SIGNATURE, LICENSURE NUMBER AND S AL I ~ 14 ~,0 ~ _ ~ ` ~ / THI I C2 A4A A11 . ~ ~ I S_ _ DAY OF , 20 C4 g,. J / , ICAL H~ ~ ~ 0' / +2~4~r 'L/' ~ 1 h ~j0'X 6 / 44' ~>X 23.03
I ~ ~ 6 + 5.28 / ry~ ~ o.4s ACR
C ~ ~ ow ~ . E / / 0.46 A{ ' / C3 of / / aN 21,18 .47 I t 7. N + 0.40 ACRES ti 21,18 .47 .FT.) 2s.s
- N 23. " TA 6541 / ,9.9, a JOH L. .F.E, "L-2596 5 .4z~,oo 1G N , 17,300.14 O.FT. ~ y / ~ _ _
F ..9 22.75 I ~ ZONE~Ct ~ A1o -i ,B, ~ / 7 r'Q,0 E'SSj•'•O ~ 22..3 ~ 9 ~ .9. 6 % Z .1'31 ,4Y'E ~ D7 S ~ ~~'9 +30.4 /
Q 0 i + + 2 0.97 .t*CRES ~ Lc 4.34 + 2. o S Z'• Z o .s3 623.193''?iQ.~T. ~ ~ u a 0 56 A~RES / OUP ~ ~ / 500 YEAR FLOOD PLAIN
D : D _ I ~ ~ 0.8 4 2 9.02 S .FT. P GP N ~ / ~O. G ~ / UNE ZONE 8 I ;BQo ~ ,o S ( )
0 ~:~b ~ ~ ~ - 1 5a 50 +25,30 5 d F + 2 .5~ A L 9• Z IVE C a 5 _ / a/ ~ ~
,,'Y ~ ~ r 3 0 ABC S a\ a~, r ~,r • w ~,h.s~ `r
= IG'I G~(,,,~ ul -C'o~rtaurs A / N ~ ~ ~ Ca ico ~ 1,8.19 S . , \ s ~ g I ~O 5 E +^s. ~ Aso 251 a a ~ 11 ~,.8 R+ f o \
2 6 !7 27 q 16 2 2i 2 ~ ~ 2 7~ . 4 501X / , / ~ I 29.oa
I J , 5 ~ N Z5~' y~e~' ~ q7.5 +2 3, 2 5
1 \ ' p 'a + 6 I 0 I y \ ri y 33 ~ / y ZONE C
NOTES; I I I TYPICAL 0 ~ 5 ~ 3Qap ~ 4 ~ ~ ' 1 O n
I I T~ICA HO AL MOUSE ~ ; / ' 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK. I - - - - - / 50'X 60~ SOX 0' ~ I i' M x ~ 1 1
30'X8' - ~ \ I ' 6$ 2. SETBACKS: FRONT-20'; SIDE STREET-20'; SIDE-8'; 27 3 / 31_ ~ ~E12 f5; . 10 µ _ ~ R= 5 ~ ~ ~ o ~'~0 0.45 CRESS - ~ ~ ~t1t+
REAR-15' OR AS SHOWN HEREON 2s a5 { a /9 ~ _ r 2 91 ~ ~q - ~ ~+2 ~ ~r ,~Q (1 667.71 SO.F~T.) /
3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS > m Q OTHERIMSE NOTED. I > < 2 Q ~ , ~ b~ / 30.77 9 p ~ /
4. SOIL DISPOSAL AND DEBRIS IMLL BE HAULED IF REQUIRED. I v.z BB ; 1 4' ; . , 1Q : -1y~,o :.F ~ ' / iyo.os o + 5.7 1sy3, 10 UTILITY EASEMENT ` 2 9e /
, 1 0.03' ~2.1 , ti 5. AU_ RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS ANO 94.59 ti / ~ 7 28.93 ~ LOT 1 A ~
PAVEMENT INTERSECTS TO HAVE 30' RADIUS. ~ s os'49'41' E 23e;74_ - 1 ~ { j% µ 13~ R3D.0' ~ ' ~ q .0 - ' ~1 / / .17 A S ~ ~ /
6. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS. , , - +z 5a ~ ` * g,03 ~ E 7. SIGHT DISTANCE ARE 10'X70' AT INTERSEC110NS. 29,a ~tia Q A ~ ~ 0 ~F. s ! +3,. 7 .(]~FA4~3 SO.FT.) ~ ~
8. DEVELOPER TO FURNI H TR T I N 5 4 ~ ~ 1 ~fi S S EE S GNS A 0 STOP SIGNS AT ~ 31.0 \ ~ ~ " ~ d,~ oFF ~rE ~
STREET INTERSECTIONS ACCORDING TO STATE STANDARDS. a ~ P1~CT10N k, a \ - SEP'W6z:~REA ~ U
9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL - _ _ _ , ~ - _ ~ • / CONDITIONS PRIOR TO CONSTRUCTION ~ OONTRACTOR S I ' S os49'i1' E 23e. ~ , 4 \ a 9 / 501 ~ ,3`• ,e~/!'
RESPONSIBILITY TO COMPLY YMTH N.C.D.O.T.'S 60.00' .86 : ` 7 / E \ ~ a / ! 71„~ ~ h E ~ s ~ +3,~QT 17A , !
COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION, coNS>RUCnoN " / ~ ~ +32sa 10. SITE CONTRACTOR TO SPREAD SPOtI FROM ALL DITCHES ANO ~ 1 ~ ~ / 2 ~ '1~ ~ 0.20 ACRES 2 ~ 13 y
SWALES AND T TA I I ~ ` ' iNV.2ea ~ t5' 50 0 S B L ZE SLOE SLOPES PER ey ~ - ~ ,Ipt~~ uµ r 8 N 5p o n (8,791.39 SQ.F73~ 4s
THE STATE'S EROSION CONTROL SPEgFlCATIONS. 3o a2 30. ,~0 3 3 11. AU_ DRAINAGE PIPES TO HAVE FLARED ENDS. 3 ~s 3. s ~ E17A 0.42 ACRES F a ~ ~ ! 1 57.20 S .FT. OF SITE 33 2
I 2993 \ I / 12. AU_ HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM I TYPICAL HOUSE ~ / ( ~3 Q ) ? SEPTIC AREA 6~ + 32 sa,
BUILDING SETBACK. ' ( © 1 B9 4 4 ' +30.6, LOT 6A oi•
I 0.38 ACRES 50 X 60 ICAL HODS 18 13. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFlCE ~ 1 509.03 .FT ~ B10`A` 10.6 A E X0.6 A ES o 0.23 A RES W 10' UTILITY EASEMENT
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT I ( SO 50 X 60 (28 605.69 1 ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. I• ~ , (28 605.69 Q.F +3,.s9 91.2 SQ.FT.) X08 r 8s,
• I + 32.75 N UN OFF SITE v 1 CO \ 0 W ^
, N 03'49'41' W 180.97 N \ E + ,.6 ~ 31.69 3'' +I ~ \ / 23 Bl l : 'Q, I N ti N +32.63 • W SEPTIC AREA I
15 ~ / J 3,, 2a W +32,39 ~ I m ~ ,.9s W 0.6 1ACRES 20 / p a. B12 J O 87413`. 9 a N 51b2 a!
I (26,866.3 SOFT. - _ _ ? ~ B12 +33> Og. DIANA P. NELSON COATES
4i ~ ~ •S ,`tty I J 32. ~ / ~ / ~ \ s )~3* I w D.6.2047, P.500 I +l' TRACT 2
m -I 0.40 ACR m / 4 zc F11 ~ I. ~ k Elf y~ ~ ~ a4 ~ ~ ~ (17,240.29 .FT.) ~ / ti ~ B 4 g¢ f • OFF SITE a.os M.B.44, P.136, SL.K-1803 e ~ SEPTIC AREA
31 I ~ N N n ~ +30,92/ 31,78 X r ® ~ ~ ~ 2> ~ ~ B4 ~ ~
~ 3, 3 67 ~ 2 F 12 A C
I o a + e F8 2 C 31.93 ~ + ,10 ~ ~ 15 Bls LOT 4A c°~~ +33aa ?p. ORN f O(
$ I ul 3 I ~ 15 S ~ +32,i~ 85 ~ F7 ~ ~ - ~S 'F , s7 0.40 ACRES R ~ • • I (17,242,97 SO.FT.)
1 ~a ~ i + .98 W
~ I Y N • W 181.98' / ~ ~ l- F LEGEND ~ ~ I +32.,8 F N ~~r~rv~s. ~~1 , ` I ~ 3811 E 200.)8' ~ , ,('111¢.
_ 1 F6 ~'3p~ " 3, s2 32.0 s ¢ - r ~ ~
EIP =EXISTING IRON PIPE > F5 ro `30'33 ~ ] F1 - EPK =EXISTING P.K. NAIL p 2 `2 F4 ~--~-~:~f~ " 0.46 S sx F:~ psi JUL 12 ,2004
SIS =SET IRON STAKE N ~ , ~ 3 1 ~ 0,009.09 SOFT ~ ~3 . I 33.34
R/W =RIGHT OF WAY X ~ .45 ACRES °o ~ 14 m ~ $ 18 ~V / a ~ ATER ~E1Al! ~ , , ,
P.P. =POWER POLE 3 , +2.54 SO.FT.) b \ T ICA a 0.43 A>vRES t8 a, x _ ~ L _ 32.31 o p E26 o F2 - OU , E OVERHEAD ELECTRICAL LINES • ~ Q 50 X 60 96.14 SQL, 1.43 ACRES t8 h ~~~~i)(.1,`V 96.14 SQ ~i ~j ^ +33 3, M B rn~
MBL =MINIMUM BUILDING LINE 7 32. 3, N v ~ (M dt~e g0, N N
O.dcU.E. =DRAINAGE do UTILITY EASEMENT °2 3 + 30.32 m _ d) k 60' " L 3a x23.45 =SPOT ELEVATION ~ ' 32as ~ F °o 20 +2.~I 3
D.E. =DRAINAGE EASEMENT cn ` ''-5'MB~ 3223 rn E27 ,4 A R ~C w~ 3 0 C ES ~ ~ q~ I ~ 19 ~Cq( I j + ~
=GRADING LIMITS ~ ~ 220,880.61 SO.FT,) Y 50'X SE ut , P 6 ~ , ~ 0. 8 ACRES ,o Ok 60. ~ 4 +3~(,r19,7 9.07 SO.FT.) o
--SF-- =SILT FENCE ~ - 7 7 t4 ~ ~ 0 6 2 1' as t81Pq, l F2 ~2
f _ 3 2 2,5 ' =DIVERSION BERM + 11 - 7 1 x 3.36 +32.47 2
+45.2 = SPOT ELEVATION 32 5 ~2E:IP ~ ~ 33•'~---' o: a~ 7~`' ~ ~I )4' B o O
r~ = PROPOSED ELEVATION N ,,+-rs.~^ r•-- `"'~`~s~ ao J3 ? N. C. C~ i9 09 ~ 32 S. R s ~ 33.16
OB = DIVERSION BERM 33.07 7 , ` ~ '0 N ~~c o~ n S q( NO
~ =DRAINAGE FLOW ~ I~ a~ ~b 33 33 + W ~ ~ 33?T ~ \ a' \ ok6 ,~Sf +3325 RA RADING DRAINAGE PLAN \ 0 PRELIMINARY/GENE L G /
~QUy, =RIP-RAP APRON ~ +32.67 EENS 3333 PK ~ CRE \J EI ~ EIP SEDIMENTAl10N & EROSION CONTROL/STORMWATER PLAN
--~-~r~e .=28.27' EK 3 RIP RAP CHECK DAM L ~ 1obr~ 15' LITY EASEMENT SHOWING \ ~EW~y 3s,
, +-33.10 ~ 3 2 Me(\ &Uf
= RIP-RAP INLET PROTECTION ~~.sa
I.i ~ S.T. = 10'X70' SITE TRIANGLE ~ ~ ~ ,2 135 PREPARED FOR
~I 4 ~9 ~
~"'~I ? 4 22 ' ~ ~ ' EIP T WNSHIP ONSLOW COUNTY, NC
,ems p SWANSBORO 0 , PREPARED BY
TEMPORARY SEDIMENT TRAPS STORM PIPE DATA RATIONAL METHOD: \ 3.4, +3~. 2 JOHN L. PIERCE & ASSOCIATES P.A.
STORAGE DETERMINATION METHOD: 4=C I A p, ~3t, ' 3..50 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
LINE TABLE AREA AC X 1800 =REQUIRED STORAGE THIS IS TO CERTIFY THAT A PORTION OF SAID PROPERTY \ ~ DEVELOPER
LINE BEARING LENGTH PIPE AREA(AC) O XSLOPE U=NGTH(FT) SIZE(IN) IS LOCATED 1MTHIN A FLOOD AREA AS DETERMINED BY THE L1 S09'05'49'E 34.67 TRAP AREA AC LENGTH WIDTH PTH FEDERAL EMERGENCY MANAGEMENT AGENCY; THE PROPERTY TRACT DATA: 3,, PHONE: [phone] DATE: SEPTEMBER 8, 2003 ~ , \ 3so BEAVER CREEK INVESTORS, INC. SCALE: 1 = 100 F.B. 700, PG. 21-32
L2 S78'31'01"E 21.53 ( ) DE A 0.62 1,98 3.5 72 18 LIES WITHIN ZONES "C, B, do A9 WITH A BASE ELEVATION OF - X3327 P.o. eoz 1sa5 JOB 238688 FILE NAME: BEAVER CREEK PHILLIPS
1 0.26 22.5 15 3.5 B 12.54 40.12 1.0 50 36 10.0'. ACCORDING TO "FEMA" MAP N0. 370340-0362C 1MTH TOTAL AREA - 12.80 (557,735 L3 S30'43'12"E 60.05 2 0.50 37.5 15 4.0 AN EFFECTIVE DATE OF JULY 2, 1987 do MAP N0. 370340- DISTURBED AREA = 10.7 AC. 12.80 (557,739.76 SO.FT.) JACKSONVILLE, N.C. 28540 :A = 10.7 AC. \
L4 SOS'30'50'W 29.55 3 0.29 25.0 15 3.5 03660 WITH AN EFFECTIVE DATE OF NOVEMBER 4, 1992. TOTAL NUMBER OF LOTS = 19 OF LOTS ~ 19 LOTS W/ 5 OFFSITE SEPTIC LOTS
4 0.63 42.0 15 4,5 AVERAGE LOT SIZE = 0.54 ACI 5 0.83 55.5 15 4,5 LARGEST LOT =LOT 10 0.96 51ZE = 0.54 ACRES 23,660 SOFT. OWNER (UTILITY) GRAPHIC SCALE ( ) =LOT 10 0.96 ACRES~(41,958 53 SQ.FT.) ~ nuc, nw rnnurv werro nroeonaeur _ ,n, zoo
= LOT 3 (0.38 ACRES) (16,509.03 5Q.FT.r
NOTE: ALL TRAPS TO BE BARRICADED TO PREVENT NOTE: LOTS 16 do 17, LOTS 18 & 19 SHALL HAVE SHARED 5MALLE5T LOT = LOT 3 (0.38 ACCIDENTAL ENTRY. DRIVEWAYS AT TIME OF CONSTRUCTION. WATER = ONSLOW COUNTY WA' .OW COUNTY WATER DEPARTMENT 222 GEORGETOWN ROAD
SEWER = INDIVIDUAL SEPTIC S' TAX PARCEL NO. = 1314-92 REF; D.B.2047, P.500 (TRACT I) 1DUAL SEPTIC SYSTEM JACKSONVILLE, N.C. 28541 0. = 1314-92
M.B.44, P.136, SL. K-1803 (TRACT I) $ = FLAGS LOCATED IN FIELD REVISED: NOVEMBER 24, 2003 (PER ONSLOW COUNTY TECHNICAL REVIEW COMMENTS)( IN FEET )CATED IN FlELD )
REVISED: MAY 13, 2004 1 inch = 50 ft. REVISED: JUNE 1, 2004 REVISED: JULY 8, 2004 SHEET 1 OF 5

2' M1N,

~o°o°o°o°o°o°~ l EXISTING ROAD
hp, 57 STOE °oooQOOOOOQO~°,~ ~ l oOC°c°c°c°o ~E SLOPE LENGTH (FTJ
0 ooaor ~oooo°ooooooo° c2X 100 2 TO 5X 75
°o°o°o°o°o°o°c ~ o°o°o°o°o°o°o'' ~oooo°o°ooo°o h 5 TO 10fi 5O 10 TO 20X 2g
~°o°o°o°o°o°o°~, 3 >20X 15 1
o°o°o°o°o°o° ,`'°o°o°°o°o°°o°o°o RAW 000000 EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
CLASS 'A'RIP-RAP
1' MINIMIJli 4' MINIMUM 50' MIN. MINIMUM 2" x 2"x48" 3' MIN. OAK POSTS OR OTHER WIDTN as
LENGTH ~q APPROVED MATERIAL REOVIREO
ROCK CHECK DAM ~i ~~G I ~{Qj~ BURLAP SHALL 8' SPAgNG (MAX.) DITCH OETAIL "'~q, e
, , ~ S 5'RADIUS SCALE 1 to CONSTRUCTION 3 T NOT BE USED, ,yp • ~~4 NO SCALE
ENTRANCE PA~MEN "~4
PROFlLE I--T---'~ 12 MIN. WELDED WIRE MESH
(SEE NOTE) ~
PLAN VIEW
.
1. Stone elxe - UN NSHA eln No. 2 (2-t/2" to 1") or AASHTO 1
deelgnatian M43, ei:e No. 2 (2-t/2' to I-1/2'). Uee 25'RADIUS 35'RADIUS avahed atone
2. Length - As effective, but not lees than 50 feet
3. Thidmeae -Nat lean than eiz (8) inches 4. Width - Not lean thou fuN width of oX pdnte of R/W WIDTH DIR~F I ` DIRECnON OF
ingna a sgnse. Minimum of 12'. 50' 5. Waehtng -When neeeuory, whede ehdl be deoned to RUN RUN OFF FLOW WOODEN POST
mp,~~e ao0. rtrav remove eedNnent prior to entrona onto publk right-af- WELDED WIRE MESH 5 ft
»~eM way. When warehing le requked, It ehdl be done on an area ttabllzed with auehed stone whkh drolne Into an
approved eedknent trop a eedknent bath. All sediment shall be prevented from entertnq any storm drain, ditch, PAVEMENT WIDTH ~ BACKFILL MIN , t ?I r WIDTH EROSION ik SILTAnON
ar watercawee through use of eandboga gravel, boards , a other approved methods. 18 CONTRA FABRIC GRWNO UNE
6. Maintenance -The entrance ahdl be mamtaned h a condition whkh w01 prevent trakng ar Bowing of ~ 1800 cu ft acre
aedMnent onto puWk rights-of-way. Thle may requln perlodk tap dreteMig rlth additland clone as eondltione ~ 24" MIN. ta• 5 ft MAX
demand and npolr and/ar deonout of any meatune used to 12" EXTRA DEPTH REAUIRED ' 1 ~ FOR NON-STABLE SOILS
TEMPORARY DIVERSION BERM trap tsdiment. AN sediment, tplled, dropped, s!othed or backed onto publk rights-of-way must be removed
Immedlalely. No. 57 STONE ~o UCH sECnON aEw MINIMUM 1' THICK
TYPICAL INSTALLATION OF SILT FENCE FILTER FABRIC
STABILIZED CONSTRUCTION ENTNANCE (D-5) NOT TO SCALE CROSS SECTION
NOT TO SCALE 6" BELOW SETTLED TOP
DESIGN SETTLED RIP-RAP TOP ~ OVERFILL 6"
~ X21" MIN OR SETTLEMENT
SEEDING SCHEDULE
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR 10 SEEDING. APPLY LIME ANO FERTILIZER AND WORK INTO - ~ - _ _ _
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. - - \ _III-III-III-111-1 _ III-~ ~ wEIR -11I-11I-I I1-11 I-11I-11I_
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS ANO WITH ASPHALT TACK ~ ) - _i n-~ ~ ~ ~-i ~ _ - -
WHETiE SLOPES EXCEED 4X. 4 ft MIN __;,III i-111, III-- o =III- ~ -111__ 1.5 - i I-
MATERIAL. APPLICATION RATE 5 ft ft =
LIME 2 TONS/ACRE 50 OR 60' R/W MAX 1 =11 2:1 SIDE FlLL ~ ~ - L- p MAX
20x SUPERPHOSPHATE 800 POUNDS/ACRE FERnuzER(to-to-lo) looo Potx+os/ACRE CONSTRUC110N SEQUENCE OF EACH SECTION ~ - - SLOE - = ' EMERGENCY BY PASS
APRIL -JULY I FILTER ~ 1=' 1:1 SIDE SLOPE 6" BELOW SETTLED TOP
FESCUE, NY-31 50 POUNDS/ACRE 1. OBTAIN PLAN APPROVAL BERMUDA (HULLED) 10 POUNDS/ACRE 2. INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do ROCK CHECK DAMS AND INSTALL SILT FENCE. e, FABRIC ~ = MAX OF DAM ~
3. BEGIN STRIPPING SITE do EARTHWORK. e 18' OR 20' PAVEMENT e'
JANUARY -MARCH FESCUE, KY-31 50 POUNDS/ACRE 4. CONSTRUCT STORMWATER DETENTION POND. i.~ 1/4" PER FT. MIN. 3 ft IN
BERMUDA (UNHULLED) 20 PWNDS/ACRE S. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FlLTERS) ANO RIP-RAP APRON. RYE (GRAIN) 25 POUNDS/ACRE 6, MAINTAIN STRUCTURES DURING CONSTRUCTION. xt NATURAL GROUND x, s:, STONE SECTION
SEPTEMBER -NOVEMBER 7. STABILIZE SLOPES dt DITCHES AS THEY ARE BROUGHT TO GRADE. x ~ ~ ~ I ~ ~
FESCUE, KY-31 30 POUNDS/ACRE 8. REMOVE TEMPORARY MEASURES.
MIA.AI 2 -9. PERMANENT GROUND DOVER TO BE ESTABLISHED WITHIN 15 MbRIQNG DAYS SLOPE TO ~ TO e' co?~acTEO sroNe AL GRADE ~ ~ y ~
AFTER COMPLETION OF ANY PHASE OF GRADING. NATURAL GRADE ASPHALT TACK J00 GALLONS/ACRE CO TEMPORARY SEDIMENT TRAP
NOTE; OWNER NAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. COMPACTED EARTH 8 (D-8)
UNDER NO CIRCUMSTANCES MAY 'WEEPING LOVE GRASS' BE USED.
v - v v
ROAD DETAIL
SEEDBED PREPARATION NOTES: ~ CROSS-SECTION
_ 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. -
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD M11H AVAILABLE _ - NOT TO SCALE S.T,B.C. OR A.B.C.
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHAM BE 4'-8" DEEP. Proposed Roadtlde dtch (rip-rap Iknd) - 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE ROAD i
SURFACE SO THAT THEY MILL NOT INTERFERE WITH THE ESTABLISHMENT ANO ~ - - MAINTENANCE OF VECETA110N. SURFACE FOR FlNAL SEIABED PREPARAl10N, - .
AT FlNISH GRADES SHOyfN, SHALL BE REASONABLY SMOOTH ANO l1NIFORIiI. ~ ` j'`-.: 4. IF NO SOIL 1EST IS TAKEN, FERTILIZER ANO LIME TD BE AOOOR011G TO SEEDMC ~ ' - - J
SPECIFlCA710NS ABOVE. M ADgTION, PRONDE t5 LBS/1000 S.F. OF SUPER - - ~ - I I - _III =1
PHOSPHATE, 5. IF SOIL TEST IS TAKEN, PRONDE LIME AND FERTILIZER ACCORDING TO SOIL TEST ~ ~a1 I I 1=III RIP-RAP SIZE AS Ill -III
REPORT. ~ 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND tHXED IMTH THE SOIL 1~1=III=~ =1 I -111
DURING SEEDBED PREPARATION. fq`' 5 _ REQUIRED BY DESIGN _ I =111=1~'~'s oo - _
NI dbturbed A - - DEPTH AS NEED o l II =III _ re.a III - - 2 od = _ _ III=1 8e o0o II _III _III
~ to be needed SITE PREPARATION NOTES: - =III - e oo _ - - - =111=1b e. :°0-III-III-III=
III - - - o do°-_ - -
1. CLEARING AND GRUBBING SHOULD BE PERFORMED TO REMOVE ANY s'Rq-RaP VEGETATION, STUMPS AND ROOTS THAT ARE STILL PRESENT ACROSS 12'~~ = III=III= b e °0111=111-III=III _III _ ~ o~ _
THE SITE. - - 1 _ ( _ e de 80 o~oQO o o ""pe, o °p o ,,'per o. 0 00 0 •b1(1',~ ,,°p, •p • ° ~C a -III - III = 1 - - - ~Quo-o•e o.o~o~dS °o•e o w• o o•o at!'yeS:o c~db:u°o_ o.o o0-p 0 - - -
FlLL CONSTRUCTION NOTES: = 111-III-111-111-111-111=III-III-III=III-111=III=111- - _III-111 =111=111 _III _ _ _ _ 1_111 _ _
2. THE EXPOSED SUBGRADE SHOULD BE PROOFROLLED TO DETECT UNSTABLE 1. THE FlLL MATERIALS SHOULD HAVE PLASTICITY INDEX OF LESS THAN CONDITIONS AFTER A SUITABLE PERIOD OF DRY WEATHER TO AVOID -III _111=III= _ _ _ _ _ _ _ _ =1 _ -i I_ ~ ~ ~ - _III_III_III_III_III_III_III_III_III_ II _
25, A MAXIMUM PARTICLE SIZE OF FOUR INCHES, ANO SHOULD 8E DEGRADING THE SUBGRADE. RELATIVELY FREE OF ORGANIC MATERIALS. - - FILTER LAYER,
2. COMPACTED FlLL SHWLD BE CONSTRUCTED 8Y SPREADING SUITABLE 3. THE PROOFROLLING SHOULD CONSIST OF A LOADED DUMP TRUCK OR Road Crossing 51MILAR EQUIPMENT JUDGED ACCEPTABLE BY THE SITE ENGINEER. Cross Section gravel or fabric
SOIL IN EIGHT TO TEN INCH THICK LOOSE LIFTS. Not To Scde
4. THE PROOFROLLING EQUIPMENT SHOULD MAKE SEVERAL PASSES OVER 3. THE FILL SHOULD BE COMPACTED TO 98 PERCENT OF THE STANDARD EACH SECTION WITH EACH PASS PERPENDICULAR TO THE PREVIOUS
PROCTOR MAXIMUM ORY DENSITY (ASTM D 698). PASS. DEPTH
4. ONE IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN EVERY 5,000 5. UNSUITABLE MATERIALS ENCOUNTERED DURING PROOFROWNG SHOULD 13 . 1s' RIP-RAP SIZE MIN. THICKNESS
SQUARE FEET FOR EACH FILL LAYER. BE REMOVED ANO REPLACED WITH PROPERLY COMPACTED FlLL.
5. FILL PLACEMENT AND COMPACTION OPERATIONS SHOULD BE OBSERVED 6. THE SITE ENGINEER SHOULD OBSERVE THE PROOFROLUNG OPERATIONS 6" 12"
AND DOCUMENTED BY A REPRESENTATIVE OF THE SITE ENGINEER. AND MAKE RECOMMENDATIONS FOR ANY UNSTABLE OR UNSUITABLE
CONDITIONS ENCOUNTERED. 6. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE AND UNDER-CUT.
CONTRACTOR SHOULD TEST SOIL AND SUB-SURFACE CONDITIONS TO
VERIFY VOLUME OF UNDER-CUT REQUIRED PRIOR TO BIDDING BECAUSE THIS WORK WILL BE ON A LUMP SUM BASIS TO INCLUDE ALL UNDER- ~
CUT NECESSARY FOR COMPACTION.
N A DETAIL SHEET 0 SC LE SHOWING
AS NOTED R.C.P. 8.2'
PREPARED FOR
f
GENERAL NOTES:
1. DURING ALL EARTHWORK OPERATIONS, POSITIVE SURFACE DRAINAGE SAWNS80R0 TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY
SHOULD BE MAINTAINED TO PREVENT WATER FROM PONDING ON THE
SURFACE. JOHN L. PIERCE & ASSOCIATES P.A.
2. IF PRECIPITATION IS EXPECTED, THE SURFACE MAY BE ROU.ED WITH 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
A RUBBER-TIRED OR STEEL DRUMMED ROLLER TO IMPROVE SURFACE CLASS°A" RIP-RAP PHONE: [phone] DATE: MAY 13, 2004 A RIP-RAP SCALE: NONE F.B. 700, PG. 21-32
RUNOFF. 4' JOB #238688 FILE NAME: BEAVER CREEK PHILLIPS .
3. SITE CONTRACTOR IMLL ASSUME THE RESPONSIBILITY OF MAINTAINING
EROSION CONTROL UN11L ACCEPTED BY N.C.D.E.H.N.R. Revised: 7-8-04
RIP-RAP APRON ~N
OUTLET PROTECTION :TION
(NOT TO SCALE) E)
SHEET 4 OF 5