20040998 Ver 1_COMPLETE FILE_20040621

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Pine Forest Acres Section VI c/o Diversified
Project Number 04 0998
Recvd From APP
Received Date 6/21/04 Recvd By Region
Project Type residential S/D
County Onslow
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 forestedO Y O N F- 19-8 SC NSW 30,502. 0.03
fir- o Y o N F-F-F_r-F- F- F-.-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue P Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This eject has been placed on hold for additional information as of 7/16/04. JHS
This eject is on additional hold due to the site being in violation. NOV with eject on hold
statement sent 9/7/04. JHS
Additional information sent in on 8/18/04 and on 12/20/04. With the additional infomation sent in, this
Office has no objection to this eject as proposed- provided that all of the conditions of the General
certification # 3402 and the additional conditions in the written 401 Water Quality Certification are
r
met. This also included the modification for DWQ eject # 021877.
The 401 Water Quality Certificationwas written 12/21/04 JHS See also DWQ eject # 021877
cc: Regional Office
Central Office Page Number 1
OF WATER Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
?Q 6 North Carolina Department of Environment and Natural Resources
CIO
Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 7, 2004
CERTIFIED MAIL 70031010 0000 0032 3888
RETURNED RECEIPT REQUESTED
Diversified Investors, Inc.
c/o Mrs. Betty Bullock
P.O. Box 1685
Jacksonville, NC 28541
Subject: Notice of Violation and
Recommendation for Enforcement
401 Water Quality Certification Violations
Wetland Standards Violation
Water Quality Certification Violations
Pine Forest Acres Subdivision
Onslow County
Dear Mrs. Bullock:
Du-611X121
On August 23, 2004, Noelle Lutheran and Joanne Steenhuis of the Division of Water
Quality (DWQ) Wilmington Regional Office performed a site inspection of your property off
NC Highway 24 in Jacksonville, NC. The inspection and subsequent review of your activities
revealed that there are additional wetland and stream impacts within the Pine Forest Acres
Subdivision.
During the site visit, the investigators took photographs and made observations of stream
impacts that included widening an existing stream crossing without a permit and impacting
another stream without a 401 Water Quality Certification and required mitigation. Specifically,
additional impacts to streams were found and mitigation thresholds were exceeded.
A DWQ file review confirms that impacts to streams with the previously issued permits
reached 149' any additional impacts over 12" would require mitigation. Also, a review of the
Corps of Engineers records reveal that you have secured a 404 Permit from the Corps of
Engineers for Pine Acres Section VI (a 404 permit from the Corps of Engineers is not valid
without the State issued 401 certification). As a result of the site inspections and file review, the
following violations, detailed on the following pages, are noted:
1) Failure to secure a 401 Water Quality Certification prior to impacting wetlands
and a stream;
2) Wetland standards violations;
3) Failure to comply with additional conditions of General Water Quality
Certification No. 3404, Project No. 021877.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper North Carolina
JVVaturallty
Betty Bullock
September 7, 2004
Page Two
Item I. 401 Water Quality Certification
A DWQ site visit and file review confirmed that additional stream impacts occurred on
crossing # 1 in Pine Acres Section IV & V without a 401 Certification from the Division of
Water Quality. Wetland and stream impacts also occurred at a road crossing in Pine Acres
Section VI prior to the issuance of a 401 Water Quality Certification. 15A North Carolina
Administrative Code 2H.0501 requires certifications pursuant to Section 401 of the Clean Water
Act whenever construction or operation of facilities will result in a discharge into navigable
waters, including wetlands, as described in 33 CFR Part 323.
Item II. Wetland Standard Violation
Wetland disturbance corresponding to mechanized land clearing, grading, and fill was
observed. Since there is no State issued 401 Water Quality Certification for the additional
impacts, the respective placement of fill, grading, and grubbing in wetlands represents violations
of the following North Carolina wetland standard which states:
15A NCAC 2B .0231(b) (1) and (5)
1) Liquids, fill or other solids or dissolved gases may not be present in amounts which
may cause adverse impacts on existing wetland uses;
5) Hydrological conditions necessary to support the biological and physical
characteristics naturally present in wetlands shall be protected to prevent adverse
impacts on:
C) The chemical, nutrient and dissolved oxygen regime of the wetland;
D) The movement of aquatic fauna;
F) Water levels or elevations.
Item III. General Water Quality Certification Condition Violations
The project has been found in violation of General Water Quality Certification No. 3404,
and additional conditions issued pursuant to the requirements of 15A NCAC 2H .0500. The
violations found are:
Project No. 021877, Condition 4 - If at anytime during construction of the road crossings, it is
determined that an additional I' or more of stream impacts will be necessary, including
widening the existing road crossing #1 beyond its existing footprint with fill, pipe, or rip-rap, you
must submit a PCN application and appropriate fee for a new water quality certification prior to
doing the work. Stream mitigation will be required for all of the stream impacts on site;
Project No. 021877, General Water Certification No. 3404, Condition 9 - In accordance with
15A NCAC 2H.0506 (h) compensatory mitigation may be required for impacts to 150 linear feet
or more of streams andlor one acre or more of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 feet per stream may require mitigation. In addition,
buffer mitigation may be required for any project with Buffer Rules in effect at the time of
Mrs. Betty Bullock
September 7, 2004
Page Three
application for buffer impacts resulting from activities classified as "allowable with mitigation"
within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer
Rules. A determination of buffer, wetland and stream mitigation requirements shall be made for
any Certification for this Nationwide Permit. The most current design and monitoring protocols
from DWQ shall be followed and written plans submitted for DWQ approval as required in those
protocols. When compensatory mitigation is required for a project, the mitigation plans must be
approved by DWQ in writing before the impacts approved by the Certification occur, unless
otherwise specified in the approval letter. The mitigation plan must be implemented and/or
constructed before any permanent building or structure on site is occupied. In the case of public
road projects, the mitigation plan must be implemented before the road is opened to the traveling
public. Projects may also be implemented once payment is made to a private mitigation bank or
other in-lieu fee program, as specified in the written concurrence of 401 Certification for a
project. Please note that if a stream relocation is conducted as a stream restoration as defined in
The Internal Technical Guide for Stream Work in North Carolina. April 2001, the restored
length can be used as compensatory mitigation for the impacts resulting from the relocation;
This Office also requests that you respond to this letter in writing within 20 days of
receipt of this Notice. Please note, these violations and any future violations are subject to civil
penalty assessment of up to $25,000.00 per day for each violation. Your response should be sent
to both this office at the letterhead address and to the attention of Mr. Danny Smith at the
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh NC, 27604-2260. Your response should
address the following items:
1). How much impact has occurred to wetlands and in the streams (in linear feet) in
the project area, including the all the sections of the subdivision;
2). Why you expanded the road crossing #1 in Section IV and V without applying for
a permit, and an after-the fact application for additional impacts;
3). An explanation of why you did not wait for the 401 Water Quality Certification
prior to impacting the wetlands/stream in Section VI;
4). Proposed mitigation for all of the stream impacts in Pine Acres Subdivision;
5). Please provide a copy of the recorded deed notifications or similar mechanisms
placed on all jurisdictional wetlands, waters and streams for Pine Acres Section
IV and V as required by the 401 Water Quality Certification issued in April 2003;
6). A schedule with dates clearly depicting your efforts to become compliant.
By copy of this letter to the Onslow County Building Inspector, this Office is
requesting that the Building Inspector consider withholding building permits and
Certificates of Occupancy for this project until this matter is satisfactorily resolved.
In addition this Office is placing your 401 Water Quality Certification Pre Construction
Application (DWQ Project No. 040998) on hold until the violation is rectified.
Mrs. Betty Bullock
September 7, 2004
Page Four
Thank you for your attention to this matter. This Office is considering sending a
recommendation for enforcement to the Director of the Division of Water Quality regarding
these issues and any future or continued violations that may be encountered. Your response to
this correspondence will be considered in this process. Your contact for the Corps of Engineers
is Lillette Granade [phone]. Should you have any questions regarding these matters,
please contact Noelle Lutheran or Joanne Steenhuis at [phone].
Sincerely,
Rick Shiver
Regional Supervisor
Surface Water Protection Section
Division of Water Quality
RSS: jhs
cc : Onslow County Building Inspections
401/Wetlands Unit - Danny Smith
Land Quality Section - Janet Russell
Wilmington Corps of Engineers -Lillette Granade
WiRO
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor: Risk Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Pine Forest Acres Section VI c/o Diversified
Project Number 04 0998
Recvd From APP
Received Date 6/21/04 Recvd By Region
Project Type residential S/D
Certificates
Permit Wetland
Type Type
F14 forested
County Onslow
County2
Region Wilmington
Stream Stream Impacts (ft.)
Wetland Wetland Stream Class Acres Feet
Impact Score Index Prim. Supp. Basin Req. Req.
Y _0N 19-8 SC NSW 30,502. 0.03
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This project has been placed on hold for additional information as of 7/16/04. JHS
This pr-ject is on additional hold due to the site being in violation. NOV with project on hold
statement sent 9/7/04. JHS
cc: Regional Office
Central Office Page Number 1
Re: 401 projects
Subject: Re: 401 projects
From: Joanne Steenhuis <[e-mail]>
Date: Wed, 22 Sep 2004 09:11:54 -0400
To: Cyndi Karoly <cyndi.karolyC ncmail.net>
Cyndi, Huntington Park (04-1020) was dated 9/20
Cherrywoods S/D (04-1268) was dated 9/21
I have also re-entered the comments
John Pierce's project Pine Forest Acres/Diversified Investors
(04-0998) is on hold (again) due to it being in violation and they
will be required to get stream mitigation for their impacts.
Cyndi Karoly wrote:
None of the staff reports on FMP uploaded. This has happened to
WSRO also last week. We're looking into it. Could you just
e-mail a reply with the issuance dates on the latter two? Thanks.
Lou - fyi.
Joanne Steenhuis wrote:
The following CAMA project did not need a 401:
Cedar Point S/D --Pender County DWQ Project # 04-1336..See
additional comments on FMP
The following projects have been issued their 401s, comments in
FMP:
DWQ # 04-1020 - Huntington Park/John Koenig - Onslow County
DWQ # 04-1268 - Cherrywood S/D - Onslow County
1 of 1 9/22/2004 9:37 AM
Tardy Projects as of September 17, 2004
County DWQ# Project Regional Office CO staff CO Received
Date Drop Dead
Date
New Hanover 04-1216 New Hanover County: Mason
Inlet Relocation WiRO Cyndi Karoly 7/26/04 9/23/04
Onslow 04-0998 Pine Forest Acres Section VI WiRO Cyndi Karoly 8/4/04 10/2/04
Brunswick 04-1217 Candyce & Robert Wylie WiRO Cyndi Karoly 7/26/04 9/23/04
Brunswick 04-1273 Ocean Isle Development WiRO Cyndi Karoly 8/2/04 9/30/04
Brunswick 04-1273 H&R Towing c/o Alan Rusher WiRO Cyndi Karoly 8/2/04 9/30/04
Brunswick 04-1034 Turtle Creek By the Sea WiRO Cyndi Karoly 8/3/04 10/1/04
Guilford 04-1189 Mylan Pharmaceuticals, Inc. WSRO Cyndi Karoly 8/2/04 9/30/04
Catawba 04-1292 Pott Creek II Restoration MRO Cyndi Karoly 8/3/04 10/1/04
Mecklenburg 04-1234 City of Charlotte, East
Providence Capital
Improvement MRO Cyndi Karoly 7/26/04 9/23/04
Craven 04-1274 Winfried Fettweis WaRO Cyndi Karoly 8/3/04 10/1/04
Variance Requests: none

ik-11"N L. f11.:1\LFL QLL1JJVl 1f?1)GJ, 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 Joanne Steenhuis
N.C. Department of Environment
N.C Dvi n o Rat Quality
127 North Cardinal Drive
01.1mington, NC 26405
WE ARE SENDING YOU
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
? CHANGE ORDER
letter of transmittal
DATE JOH NO.
August 3, 2004
ATTENTION
Joanne Steenhuis
RE:
Pine Forest Acres Section VI
? UNDER SEPARATE COVER VIA
? PLANS

COPIES DATE NUMBER DESCRIPTION
1 Cop of Wetlands ma
Copies of revised General Grading & Drainage tan &
detail plan
1 Copy of proposed restrictive covenants
1 Co of US ARm Corps of Engineers "General Permit"
1 Co of our letter dated 7/16/04

DS / 401 GR01 1P

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
THE FOLLOWING ITEMS:
? SAMPLES ? SPECIFICATIONS
cc: Cyndi Karoly,401 Wetlands Unit,
2321 Crabtree Blvd. Raleigh, NC 27604
SIGNED
?F W ATF9 Michael F. Easley, Governor
\O? pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co
> r-? Alan W. Klimek, P.E.,Director
p Y Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 16, 2004
CERTIFIED MAIL: 7002 2410 0003 1721 0967
RETURN RECEIPT REQUESTED
Diversified Investors, Inc.
c/o Betty Bullock
P.O. Box 1685
Jacksonville, NC 28541
SUBJECT:
Dear Ms. Bullock:
WETLANDS / 401 GROUP

WATER QUALITY SECTION
PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Pine Forest Acres Subdivision
Section VI
DWQ Project # 04-0998
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:
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 show on the plan the 404 wetland line (cannot identify the wetlands line in Section VI
of the plan);
4. Please send a copy of the Corps of Engineers permit.
5. Please include a copy of the restrictive covenants or deed restrictions that will protect the
remaining wetlands in the subdivision from additional impacts.
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 withdrativn. I:
you have any questions, please feel free to call me at [phone].
Sincerely,
Joanne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly -401 Wetlands Group
Lillette Grande - Corps of Engineers Wilmington
Danny Smith 401 Wetlands Group
WiRO
TWIT
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] LDENR
r .e
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: June 9, 2004
Corps Regulatory Official: Jennifer S. Frye elephone No.: [phone]
Expiration Date of Verification: June 9, 2006j ?y U
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
WE 1 401 GROUP
AU (: 01 4 2(104
U.S. ARMY CORPS OF ENGINEERS WATER OUALI I
WILMINGTON DISTRICT
Action Id.: 200400809 County:Onslow Quad: Jacksonville North
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Diversified Investors, Inc.
PO Box 1685
Jacksonville, NC 28540
Telephone No: 910-346-9800
Size and Location of project (water body, road name/number, town, etc.): The 25.12 acre tract, known as Pine
Forest Acres Section VI, is located off Blue Creek Road (NCSR 1213), west of NC Highway 24/258inn
'w;A-an s a Wjacen o an unnamed tributary to Blue Creek, northwest of Jacksonville, Onslow County, North
Carolina.
Description of Activity: The excavation and placement of fill material into 0.03 acres of jurisdictional wetlands
associated with the construction of one road crossing for Section VI of the Pine Forest Acres residential
subdivision.
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, PF,RMIT NUMBER 39:
RFSIDF,NTIAI., COMMFRICIAL, AND INSTITUTIONAL DF.VFT,OPMFNTS
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 pennittee to a stop work order, a restoration order, and/or
appropriate legal action. This Department of the Army RGP or NWP verification does not relieve the permittee of the
responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
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 pernut, 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.
Rug 02 2004 11:12nM Gavlor, Edwards & Vatcher 910-455-9557
P.6
ARTICLE XXII
5rVERABILITY: Invalidation of anyone of these covenants by judgment or Court Order shall in no
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.
DIVERSIFIED INVESTORS, INC., a North Carolina
corporation
By. (SEAL)
Betty Bullock, Its President
STATE OF NORTH CAROLINA
COUNTY OF ON SLOW
I, a Notary Public In and for said County and State, do hereby certify that Betty Bullock, personally
came before me this day and acknowledged thaU he Is President of DIVERSIFIED INVESTORS, 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/RESTCOViPINEFOR6.WPD
Rug 02 2004 11:12RM Gaylor, Edwards d Vatcher 910-455-9557 P.5
ARTICLE XVII
PROVISIONS-RE TING TO Y1JLA%M- 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, Action I.D. number 200400809) 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 an the
recorded plat of this subdivision set forth in Article I hereof, which have been verified by the Corps of
Engineers, under Action I.D. number 200400809, 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
othewlse 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 I.D. number 200400809 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 TRANSpr1RATION TRAFGlr MAINTEN8KE 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.
WPDOCS/DOC/ RESTCOV/ PINEFOR6. WP D
Aug 02 2004 11:11nM Gaylor, Edwards d Vatcher 910-455-9557 p.4
ARTICLE XI
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 DISTAN _ 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 slght 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
IEMPORARY 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 the 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 allowable built-upon area per lot Is as follows:
(1) Lots 5, 9, 10, 11, 12, 17 and 18, are limited to a maximum of 6,000 square feet per lot;'
00 Lots 4, 6, 7 and 14, are limited to a maximum of 9,500 square feet per lot; and
(III) Lots 1, 2, 3, 8, 13, 15, and 16, are limited to a maximum of 15,200 square feet per lot.
These allotted amounts Include 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) Lots within CAMA's Area of Environmental Concern ("AEC") may have the permitted built-upon
area reduced due to CAMA jurisdiction within the AEC.
(D) All permitted runoff from any outparcels or future development shall be directed into the
permitted stormwater control systems. The connections to the stormwater control system shall be
performed in a manner that maintains the integrity and performance of the system as permitted.
(E) Each lot will maintain a thirty (30) foot wide vegetated buffer between all Impervious areas and
surface waters.
(F) All roof drains shall terminate at least thirty (30) feet from the mean high water mark of any
navigable stream.
The covenants and restrictions set forth In this Article XVI Is Intended to ensure continued
compliance with state stormwater management permit number SW8 021118 as Issued by the Division
of Water Quality and may not be changed or deleted without the consent of the State of North Carolina.
WPOOCSIDOCI RESTCOV/PINEFOR6.WPD
Aug 02 2004 11:11RM Gaylor, Edwards & Vatcher 910-455-9557 P.3
ARTICLE IV
DWELLING QUALITY AND SiU: 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
EA M NTS: 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 POUT TRY: 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.
WEDOCS/DOC/RESTCOV/PINEFORO WED
Rug 02 2004 11:11RM Gaylor, Edwards d Vatcher 910-455-9557 p.2
WETLANDS 1411 f,,, IP
AUG 0 4 2004
WATER QUAIfTy SECT1pN
DECLARATION OF RESTRICTIVE AND
PROTECTIVE COVENANTS FOR
PINE FOREST ACRES, SECTION VI
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
June, 2004, by DIVERSIFIED 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, PINE FOREST ACRES, SECTION VI",
Jacksonville Township, Onslow County, NC," prepared for DIVERSIFIED INVESTORS, INC., dated ------
2004, prepared by John 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
P IRPOS S: 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/ REMOV/PWEFORG. WPO
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Noelle Lutheran
WO Supervisor: Rink Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Pine Forest Acres Section VI c/o Diversified
Project Number 04 0998
Recvd From APP
Received Date 6/21/04 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 OO Y O N F_ 19-8 SC NSW 30,502. 0.03
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y Q N
Is Mitigation required? Q Y Q N Recommendation: Q Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office Page Number 1
Central Office
wikwWAG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
Nftwlgipp. Coleen H. Sullins, Deputy Director
Division of Water Quality
July 16, 2004
CERTIFIED MAIL: 7002 2410 0003 1721 0967 WETLANDS/ 401 GROUP
RETURN RECEIPT REQUESTED
Diversified Investors, Inc.
c/o Betty Bullock WATER QUALP SECTION
P.O. Box 1685
Jacksonville, NC 28541
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Pine Forest Acres Subdivision
Section VI
DWQ Project # 04-0998
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 show on the plan the 404 wetland line (cannot identify the wetlands line in Section VI
of the plan);
4. Please send a copy of the Corps of Engineers permit.
5. Please include a copy of the restrictive covenants or deed restrictions that will protect the
remaining wetlands in the subdivision from additional impacts.
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 [phone].
Sincerely,
Joanne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly -401 Wetlands Group
Lillette Grande - Corps of Engineers Wilmington
Danny Smith 401 Wetlands Group
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] Mal&
Facility Name Pine Forest Acres Section VI c/o Diversified County Onsiow
Project Number 04 0998 Regional Contact: Noelle Lutheran
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Biick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Pine Forest Acres Section VI c/o Diversified County Onsiow
Project Number 04 0998 County2
Recvd From APP Region Wilmington
Received Date 6/21/04 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
14 forested O Y O N 19-8 SC --N?S^W - 30,502. 0.03
OY ON
Mitigation Wetland
MitigationType Type Acres Feet
r
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y p N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This eject has been placed on hold for additional information as of 7/16/04. JHS
cc: Regional Office
Central Office Page Number 1
Pine Forest Acres S/D
Subject: Pine Forest Acres S/D
From: Joanne Steenhuis <[e-mail]>
Date: Fri, 16 Jul 2004 12:06:08 -0400
To: "cyndi.karoly" <[e-mail]>, Noelle Lutheran <[e-mail]>, Danny
Smith <[e-mail]>, Rick Shiver <[e-mail]>
Hello all,
Pine Forest Acres S/D in Onslow County has been placed on hold for additional
information. The letter was dated 7/16/04. DWQ # 04-0998. It may also be a violation
and we will be checking on that as well.
1 of 1 7/19/04 4:16 PM
Triage Check List
Date: Project Name:
DWQ#:
County: ?1?SI?S
To: ? ARO
? FRO
? MRO
? RRO
From:
Mike Parker ? WaRO Tom Steffens
Ken Averitte WiRO Noelle Lutheran
Alan Johnson WSRO Daryl Lamb
Steve Mitchell
<r
Telephone : (919) -)33 17%"
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?
CK Cumulative impact concern
Comments:

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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 mil/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/ncwetiands/fees htn11. 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
Ak .
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 Fisl
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]
t and Wildlife Service / National M
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: ` M 59M Version May 2002
USACE Action ID No. DWQ No.
(If nnv -ti-1- Ito :L,_
.._....,, t,t,,,,,u iv U„J N,UJcci, please enter °INOT Applicable" or "N/A".)
I. Processing
I . Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
[&401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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: _ Di rersi f i ed Investors Inc
Mailing Address: P.O. Box 1685
Jacksonville. NC 28541
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:_ [e-mail]
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 ZbD4U
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: Pine Forest Acres Section VI
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 435713047809
4. Location
County: Onslow Nearest Town: Jacksonville
Subdivision name (include phase/lot number): Pine Forest Acres Section VI
Directions to site (include road numbers, landmarks, etc.):_
Fromm -in ion of NC Highway 53 & NC Highway 24 travel Northwest along
NC Highway 24 aWroximately 1.70 miles and project is on left
5. Site coordinates, if available (UTM or Lat/Long):Lat: 34degrees46' 18"Long: 77degrees 29'39"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 24.57 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Blue Creek
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://l12o.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: ?Tar am ?.7n,jr,(j 1 nnrl
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 widlli required
by N.C. Department of Transportation Standard grading equipment to e
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.
US Army Corps of Engineers "Notification of Jurisdictional Determination"
Action I.D. 200400809 Dated 5/24/04
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.
T7 / A
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
I. 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
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 radin /fill .03 No 370' Forested

?' I ICS Panl, anf c 1. I __a -__._C
- ° - - r??• r y w -Ulal,y Icluporary impacis. 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:
Total area of wetland impact proposed: 0.03 wCX-n s
5.40 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 im act s e t I d
p para e y an Identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., Nvww.topozone com,
www.mapyuest 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
p Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

- r .., acpa aic,y and 'uemuy temporary impacts. impacts include, but are not limited to: fill, excavation, dred in flooding, drainage, bulkheads, etc. g g'
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.
if
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.
the
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
littp:/4i2o.enr.state.iie.us/ncwetlands/sti-nigide.htmi.
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.
N./A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://l12o.enr.state.nc.us/wrp/index.litin. 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
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 [ 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
s uare feet
Multiplier
Required
Mitigation
1 3
2 1.5
Total
Lone t extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an' additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
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
protect (30% 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
X1H. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No )N
Is this an after-the-fact permit application?
Yes ? No
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
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]
.`rj 4099 8
To Division of Water Quality
est an s ni.t
16-50 Main serviee Center
Raleigh. NC 27699-1650
WE ARE SENDING YOU
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
? CHANGE ORDER
letter of tran mittal
DATT-: JOB NO.
June 18, 2004
ATPENTION
RE:
Pine Forest Acres Section VI
? UNDER SEPARATE COVER VIA
? PLANS ? SAMPLES
_THE FOLLOWING ITEMS:
? SPECIFICATIONS
COPIES DATE NUMBER DESCRIPTION
7 Sets of plans & Pre-Construction
1 Check in the amount of 200.00

WETLANDS/ 401 GROUP

- _004
WATER QUALITY SEGTION

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
SIGNED
m
STORM PIPE DATA TEMPORARY SEDIMENT TRAP DIMENSIONS: PONY FAU
RATIONAL METHOD: (DISTURBED AREA•1800/0.4- STORAGE VOLUME) PINE SITE ROAD
Q=C I A Q=(0.40)(8)(A) Q=3.20(A)
: `r' TRAP LENGTH(FT) N1DTH(FT) DEPTH(FT) FOREST
ACRES
PIPE AREA(AC.) Q %SLOPE LENGTH(FT) SIZE(IN)tQOG7 0 J11 V 1 33 15 4.0
SUBDD
2 85 15 4.5 ��.
8 3.64 11.65 1.1 52 18
5 44 15 4.5
0.5 40 18 \
C 1.10 3.52
D 0.51 1.63 0.5 77 18 e e 7 is is 3.o CRUEEK �
8 29 15 4.5 ROAD
NSM 9 44 15 4.5
10 22.5 10 4.0 VICINITY MAP - NOT TO SCALE
11 24 15 3.5
12 49 15 4.5
13 67 15 4.5
14 67 15 4.5
`1
/ Ei
EIS
ou
I
fj
N
II
rn
w
EIS 404 WETLAP
1
f O
REF: D.B. 973, P. 793
J
Js-
SIS
WIETLAI
/ SIS
R NOW OR FORMERLY
B. TAYLOR JR.
M.B. 39, P. 226
VACANT
7 *RI
O / HORSE BRAjI f \ \\
-�S
NOTES:
1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
2. SETBACKS: FRONT -20'; SIDE STREET -20% SIDE -8';
REAR -15' OR AS SHOWN HEREON
3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
OTHERWISE NOTED.
4. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
5. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
6. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
7. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS.
8. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
9. DEVELOPER TO FURNISH STREET SKIS AND STOP SIGNS AT
STREET INTERSECTIONS ACCORDIING TO STATE STANDARDS.
10. LOCATED IN FLOOD ZONES "A" AND "C" AS PER FIRM
MAPS #370340-0190C WITH AN EFFECTIVE
DATE OF JULY 2, 1987.
11. IT IS THE CONTRACTOR'S RESPONSOLITY TO VERIFY SOIL
CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S
RESPONSIBILITY TO COMPLY WITH N.C.D.O.T.'S
COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
12. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
SWALES AND TO STABILIZE SIDE SLOPES PER
THE STATE'S EROSION CONTROL SPECIFICATIONS.
13. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
14. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM
BUILDING SETBACK.
15. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFICE
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
ON ANY ROAD 80 THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE.
Y 71•LL-4M." r %'= M'
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, LICENSURE PUMBER ANO $EAL
THIS DAY OF 20, IH t,"
JOHN L. PIERCE R.L.S. L-2596 c;�Qv I-"
SEAL
62596 oQ:l
TRACT DATA: % 0, SUFN
Q` `c
TOTAL AREA = 24.57 ACRES
AVERAGE LOT SIZE - 41,952.48 S.F.
SMALLEST LOT - 15,335 S.F. (LOT 11)
TOTAL NUMBER OF LOTS = 18
RESERVED BY OWNER = 5.84 AC.
LINEAR FEET OF STREETS = 1,245 LF
TYP. LOT DIMENSIONS = 86'X175'
MINIMUM LOT SIZE - 15,000 S.F.
WATER -ONSLOW COUNTY
SEWER - PRIVATE SYSTEMS
DISTURBED AREA = 18 ACRES
"�M EIS
i9
\\ 29
FIFGEND
EIS EXISTING IRON STAKE
EA >s EXISTING AXLE
EIP EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
EPK = EXISTING PK NAIL
R/W = RIGHT OF WAY
SIS = SET IRON STAKE
MH = MANHOLE
D&UE = DRAINAGE & UTILITY ESMT.
WV = WATER VALVE
FH = FIRE HYDRANT
RCP = REINFORCED CONCRETE PIPE
MBL = MINIMUM BUILDING LINE
S. T. = 10' X 70' SITE TRIANGLE
No* i
No*RF I Aviv
(
ROBERT ORE
ORE Y� \ 1
( M. B. 39 }p YL
\ _ VAOAN-V /
• , �����'P,� � \ � / / / , , � AUG 0 4 2004
a- =
PROPOSED ELEVATION
_► =
CURVE TABLE
J8 =
JUNCTION BOX
TBI =
CURVE
CHORD BRG
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S69`14'53"E
181.35
38. 0'14"
275.00
184.81
96.04
C2
N54'44' 9"W
455.58
14'30'00"
1805.00
456.79
229.62
C3
S2555'1 7"W
62.25
15'33'15"
230.00
62.44
31.41
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, LICENSURE PUMBER ANO $EAL
THIS DAY OF 20, IH t,"
JOHN L. PIERCE R.L.S. L-2596 c;�Qv I-"
SEAL
62596 oQ:l
TRACT DATA: % 0, SUFN
Q` `c
TOTAL AREA = 24.57 ACRES
AVERAGE LOT SIZE - 41,952.48 S.F.
SMALLEST LOT - 15,335 S.F. (LOT 11)
TOTAL NUMBER OF LOTS = 18
RESERVED BY OWNER = 5.84 AC.
LINEAR FEET OF STREETS = 1,245 LF
TYP. LOT DIMENSIONS = 86'X175'
MINIMUM LOT SIZE - 15,000 S.F.
WATER -ONSLOW COUNTY
SEWER - PRIVATE SYSTEMS
DISTURBED AREA = 18 ACRES
"�M EIS
i9
\\ 29
FIFGEND
EIS EXISTING IRON STAKE
EA >s EXISTING AXLE
EIP EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
EPK = EXISTING PK NAIL
R/W = RIGHT OF WAY
SIS = SET IRON STAKE
MH = MANHOLE
D&UE = DRAINAGE & UTILITY ESMT.
WV = WATER VALVE
FH = FIRE HYDRANT
RCP = REINFORCED CONCRETE PIPE
MBL = MINIMUM BUILDING LINE
S. T. = 10' X 70' SITE TRIANGLE
No* i
No*RF I Aviv
(
ROBERT ORE
ORE Y� \ 1
( M. B. 39 }p YL
\ _ VAOAN-V /
• , �����'P,� � \ � / / / , , � AUG 0 4 2004
a- =
PROPOSED ELEVATION
_► =
DIRECTION OF FLOW
J8 =
JUNCTION BOX
TBI =
TO BE INSTALLED
-x-x-=
SILT FENCE
INV. =
INVERT
G. V.
GATE VALVE
I =
ROCK CHECK DAM
® =
RIP -RAP APRON
® =
RIP -RAP INLET PROTECTION
GRADING LIMITS
BCCMP =
BITUMINOUS COATED CORRUGATED METAL PIPE (NCDOT APPROVED)
J
PRELIMINARY / SKETCH PLAN
GENERAL GRADING & DRAINAGE PLAN
SEDIMENTATION & EROSION CONTROL/STORM WATER PLAN
SHOWING
PINE FOREST ACRES, SECTION VI
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED FOR
DIVERSIFIED INVESTORS, INC.
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28541
OWNER/DEVELOPER:
PHONE: [phone] DATE: JUNE 14, 2004
DIVERSIFIED INVESTORS, INC.
P.O. Box 1685
REVISED JUNE
GRAPHIC SCALE
25,
2004
JACKSONVILLE, NC 28540
REVISED JULY
2,
2004
910-346-9800 100
0 50 100 200
400
( IN FEET) REVISED JULY
16,
2004
REVISED AUGUST 2, 2004
REVISED JULY
27,
2004
1 inch = 100 ft.
SHEET
1
OF 7
P\projects\PINE FOREST ACRES, SECTION 6\dwg\BASE.dwg 06/15/04
041634 PM EDT

~ sLa~ LcwcTH lFT.t
Qz z 10° 50 OR 60' R W 2 0 5 75 /
S TO 10X SO 10 TO 20X pg
>20S 1S l
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, O.N.R.C.D. 1988.
.
5 ft MINIMUM 2' x 2'x48' a 18' OR 20' PAVEMENT e oAic PosTS aR oniER SNait~ER 1 /4" PER FT. MIN.
~ MIN ~ APPR04ED MATERIAL I•/1:T. I•~•
f-- 10' - (tQ~;, BURLAP SHALL ~ 8' SPACING (MA%.) ~Ipr w J.1 3:1 3:1
~ . 1800 cu ft/acre = - NOT BE USED, - _ _ - -
- . ~ 5 ft MAX ai WELDED WIRE MESH SLOPE TO g• COMpAC1ED STONE
~ NATURAL GRADE t I/z. ~ y ~
ti 0 COMPACTED EARTH 6"
No. 57 STONE - (g°(g~ 1 »
MINIMUM 1' THICK ~ - - v .
FILTER FABRIC 1 ~
6' R.C.P. CROSS SECTION ROAD DETAIL
CROSS-SECTION SETTLED TOP R~c~ a~
6" BELOW SETTLED TOP w000EN POST NOT TO SCALE S.T.B.C. OR A.B.C.
DESIGN SETTLED RIP-RAP TOP ~ OVERFlLL 6" " WELDED WIRE MESH
~ '~21 ° MIN OR SETTLEMENT EMENT eAaaltt. ,
EROJiON 1< SW.TAflON CONTROL FAflBC GROUND IJNE
A CLASS RIP-RAP - \ _
as' r THICK - - ~ _I =III=III=III= _ I I ~ wEIR -III-li~lll-III-III-111_ i 24' IAN. Ip" EXTR+1 DEPTH REQUIRED
~ ~ ) - =iii-~~~-,~~_i = - ~~'V,~`" FOR NON-STABIE SgLS
4 ft MIN -~;,I II I I -1I I, I I I I- RIP-RAP APRON _ 1 5 0 =I ~ 1- I - ~ - =1 ~ 5EC710N MEW
GEO FABRIC TO BE _ -III- OUTLET PROTECTION INSTALLED UNDER 5 ft ft - _I ~i
(NOT TO SCALE> MAX ii - 2:1 SIDE RIP-RAP FILL ~ -III. ~ICAL INSTALLATION OF SILT FENCE NOT TO SCALE
-1 _ SLOPE MAX I, EMERGENCY EMERGENCY BY-PASS
FILTER I- 1:1 SIDE SLOPE 6 BELOW S 6" BELOW SETTLED TOP
GENERAL NOTES: FABRIC I ~ ~ MAX OF DAM OF DAM EXISTING ROAD
1. DURING ALL EARTHWORK OPERATIONS, POSITIVE SURFACE DRAINAGE
SHOULD BE MAINTAINED TO PREVENT WATER FROM PONOING ON THE 3 ft MIN
SURFACE. NATURAL GROUND STONE SECTION L GROUND
2. IF PRECIPITATION IS EXPECTED, THE SURFACE MAY BE ROLLED WITH
A RUBBER-11RED OR STEEL DRUMMED ROLLER TO IMPROVE SURFACE R/W R/W
RUNOFF.
3. SITE CONTRACTOR WILL ASSUME THE RESPONSIBILITY OF MAINTAINING TEMPORARY SEDIMENT TRAP
EROSION CONTROL UNTIL ACCEPTED BY N.C.D.E.H.N.R. (D-8) 50' MIN.
sp. LENGTH
~S
'RADIUS 35
~ Kr7M ~ SEEDNG SCHEDULE P A~~T CONSTRUCTION ENTRANCE
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED ANO ESTABLISH UNIFORM PROFlLE 12 MIN.
GRADE PRIOR TO SEEDING. APPLY UME ANO FERIRJZER AND WORK INTO SEED BED, gSTRIBUTE SEED UNIFORMLY ANO COVER LIGHTLY. (sEE NOTE)
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY MATH STRAIGHT BLADE qSC IN FIAT AREAS ANO 1MTH ASPHALT TACK GEO-FABRIC PLAN HEW
= MAIEAE SLOPES EXCEED 4X
Rrrrx MATERIAL APPLICATION RATE
TEMPORARY DIVERf01 TERM UME 2 TONS/ACRE
20>r SUPERPHOSPHATE 600 POlN10S/ACRE 2 FERIIUZER(10-10-10) 1000 POUNDS/ACRE 25'RADIUS 35'RADIUS L Stone des - Ua MSHA else Na 2 (2-1/Y to 1' ar AASHTO dedgnatkn M43, size No. 2 (2-1/2' to 1-1/2'. Ua authed clone.
APRIL - JIArY 2. Length - Ae effective, but not Nw Mrorr 50 fat
FE.9GIE, KY-31 50 POUNDS/ACRE R/W WIDTH 3. Thidcnae -Not Ica than eb< (6) brdra. 50' OR 60' 4. width - Not lea than M uIOMr of di painb or
BERMUDA (HULLED) 10 POUNDS/ACRE I ingrea or egnw, MNnNNn of 12'. 5. Waahirp - lNien Mgwrlt ettieeh ehdl be cleaud to
JANUARY -MARCH 2' NN. FESGlE, KY-31 50 POLKAS/ACRE remove ee/ment pia b entronoe arto publk right-of- way. Mrn weelrip to repaired, it ehaM be done an a+
VAER BERYWA (UINIULLEO) TO POlROS/ACRE RME (GRAAM) 2S POUNDS/ACRE area elai/~ized slur wohA6 iEone whidr drains into on
(MAX) ~e°~°°°°°~o°0 1 SEPIEYBER - NOVEMBER PAVEMENT WIDTH appowd eedlneM trap or eedknent basin. All aliment ehd be pewnted *em enterYry my storm draYi, atah, 18' OR ZO' a eelercouree ihraMh ua of eawboge, yowl, hoods
NQ 37 STONE a°o°e°°°°ee°~ ~ l ooooo°ee~°~°o FESCUE. KY-31 50 POUNDS/ACRE I I a etlrer approved mewede.
o°o °o°°o°i°i~ °pooooQOQOOO!° i 2 TONS/ACRE 8. MetlMmance - TM artenoe ~ be rniiteMd h a oon/tion efikh M pewot traliN a tloetip of
~ooooo0 ~°o°'o°o° ooooaoao~ ~ ASPHALT TACK 300 GALLONS/ACRE eedbeent onto pabk e~ref-~ TAL m% npukr! TYPICAL CUL-DE-SAC perlelk top dreeebp oM addltlond stare a aeuAGan
000000, U1 ,oooooo°oo°oo°ooo° NOTE OWNER MAY VARY SEEOMG TO CONFORM TO LAIDSCAPNIG 1EQINNEMENTS NOT TO SCALE Nnend and repeF aul/ar danout of any meoeir~n wed to trap eedimmt. N eedbnenk elaMe4 dropped. eeehed ar
.°o°o°o°°°o°o v°o°o°o°o°o°o° trodnd arto pubic ri~ts-or'~' nwet be ranowd
'o°o°o°o°o°o°~ UNDER NO CNtd1MSTANCES MAY 'YA~PAVG LOVE GRA55" BE USED. benedlatdy.
J GEO-FABRIC CLASS 'A~-iaP
t' MINIMUM 4' ND'111N SEEDBED PREPARATION NOTES: STABILIZED CONSTRUCTION ENTRANCE D-5
1. SURFACE MlAR3t CONTROL MEASURES TO BE NSTALLED ACCORDING TO PLAN. ROCK CHECK DIW 1. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD MNTH AVAILABLE NOT TO SCALE
TOPSOL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL ~ 4'-6" DEEP. SC71LE~ L'= t'0' 3. 100SE ROCKS, ROOTS AND OTHER OBSiRUC110115 SHALL. BE REMOVED FROM THE
SURFACE 50 THAT THEY WILL. NOT INTERFERE MITH THE ESTABLISHMENT ANO FILL CONSTRUCTION NOTES: MNNTEIIANC7r OF VECETATKIN. SURFACE FOR FINAL SEEDBED PREPARATKIN,
AT FANSH GRAPES SHOWN, SHAD BE REASOIUIBLY SMOOTH ANO UNFORM.
t. THE FlLL MATERIALS SHOULD HAVE PLASTICITY INDEX OF LESS THAN 4. IF NO Spl TEST IS TAKEN, FERTILIZER AND IAYE TO BE ACCORDNG TO SEEDING
25 A MAXIMUM PARTICLE SIZE OF FOUR INCHES, AND SHOULD BE SPECIFiC11TK1NS ABOVE. IN A00111ON, PROVDE 1S lBS/1000 S.F. OF SUPER RELATIVELY FREE OF ORGANIC MATERIALS. PHOSPHATE 5. IF SOIL TEST IS TAKEN, PRONDE UME ANO FERRUIER ACCORgNC TO 9ql TEST
REPORT. DITCH TO BE LINED WITH CENTIPEDE SOD
2. COMPACTED FlLL SHOULD BE CONSTRUCTED BY SPREADING SUITABLE 6. UME ANO FERTILIZER SHAD. BE APPLIED UNFORMLY AND MIXED 1MTH THE SOIL SOIL IN EIGHT TO TEN INCH THICK 100SE LIFTS, WRING SEEDBED PREPARATION.
3. THE FlLL SHOULD BE COMPACTED TO 98 PERCENT OF THE STANDARD J 1(-'"'
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698).
4. ONE IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN EVERY 5,000
SQUARE FEET FOR EACH FILL LAYER, SITE PREPARATION NOTES:
5. FILL PLACEMENT AND COMPACTION OPERATIONS SHOULD BE OBSERVED r 3' MAt.
AND DOCUMENTED BY A REPRESENTATIVE OF THE SITE ENGINEER. 1. CLEARING AND GRUBBING SHOULD BE PERFORMED TO REMOVE ANY VEGETATION, STUMPS AND ROOTS THAT ARE STILL PRESENT ACROSS Pr Roadeke ditch - WID1N ~ opoeed -
6. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE AND UNDER-CUT. THE ~TE• PROPOSED ROAD = ~ - _t DITCH DETAIL
CONTRACTOR SHOULD TEST SOIL ANO SUB-SURFACE CONDITIONS TO ~ _ NO ALE
VERIFY VOLUME OF UNDER-CUT REQUIRED PRIOR TO BIDDING BECAUSE 2. THE EXPOSED SUBGRADE SHOULD BE PROOFROLLED TO DETECT UNSTABLE THIS WORK WILL BE ON A LUMP SUM BASIS TO INCLUDE ALL UNDER- CONDITIONS AFTER A SUITABLE PERIOD OF DRY WEATHER TO AVOID r
CUT NECESSARY FOR COMPACTION. DEGRADING THE SUBGRADE.
3. THE PROOFROLUNG SHOULD CONSIST OF A LOADED DUMP TRUCK OR
SIMILAR EQUIPMENT JUDGED ACCEPTABLE BY THE SITE ENGINEER. _a ~a
4. THE PROOFROLUNG EQUIPMENT SHOULD MAKE SEVERAL PASSES OVER r A?I dletubed
EACH SECTION WITH EACH PASS PERPENDICULAR TO THE PRENOUS _ ~ _ _ to be - 38'RCP f,. . seeded
PASS.
CONSTRUCTION SEQUENCE OF EACH SECTION 5. UNSUITABLE MATERIALS ENCOUNTERED DURING PROOFROLUNG SHOULD 8'Rip-Rap
t, OBTAIN PLAN APPROVAL. BE REMOVED AND REPLACED YMTH PROPERLY COMPACTED FlLL. 12'TM"~* DETAIL SHEET
2. INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do ROCK CHECK DAMS ANO INSTALL SILT FENCE.
3. BEGIN STRIPPING SITE do EARTHWORK. 6. THE SITE ENGINEER SHOULD OBSERVE THE PROOFROLLING OPERATIONS ANO MAKE RECOMMENDAl10NS FOR ANY UNSTABLE OR UNSUITABLE FOR CONSTRUCTION OF
4. CONSTRUCT STORMWATER DETENTION POND, CONDITIONS ENCOUNTERED. 5. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FlLTERS) AND RIP-RAP APRON. T ACRES SECTIONS VI - PINE FORES
6. MAINTAIN STRUCTURES DURING CONSTRUCTION. JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
7. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE. - PREPARED fOR
8. REMOVE TEMPORARY MEASURES. 9. PERMANENT GROUND COVER TO BE ESTABUSHEO WITHIN 15 WORKING DAYS TORS INC. Road Crossing DIVERSIFIED INVES
AFTER COMPLETION OF ANY PHASE OF GRADING. Cross Section PREPARED BY Not To Scde
OHN L. PIERCE & ASSOCIATES P.A. J ~
409 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: MAY Z7, 2004
REVISED JUNE 25, 2004 GRAPHIC SCALE
REVISED JULY 2, 2004
loo o so loo saD w0
(IN FEET) pI: ~nccn ei ifa iST 7 7(]04
~ 1\L 11VLV iv vvv1 I inch = 100 ft.
SHEET 6 OF 7
P;Aprojects\PINE FOREST ACRES, SECTION 6\dwgABASE.dwg 06/15/04 04:16 34 PM EDT
_

SONY FAIIAI
R(1AD
?INt
nuc rnrcrT a+ccK rurD.
ROAD
404 WETLANDS rrnLwaGn ,
~1rD
L9JE TABLE LME TABLE LINE TABLE UNE TABLE LINE TABLE UNE TABIf LNE TABLE LNE TABLE UNE TABLE
UNE BEARING lpiCTH UNf BEARING LENGTH LINE BEAPoNC LDIGTH UNE BEARING U?IGTH UNE BEARING LENGTH UNE BEAMNC LENGTH LINE BEARING L2oo N41"3a'S7'E 59.03 1233 SJe3e'Sb'w 29.71 L270 N19V2'S4'E 70.52 1305 57a1a'J4'w 29.07 L340 ~4'y5'~'E J1.10 LJ75 541'30'05'W 15.a3 U10 N64'O6'SO'E BEAIdNC U?IGTM UNE BEARING LENGTH Ne{'0e'SO'E 30.17 L44S N03D0'J5•W 38.0E
L201 N54'31'46'W 30.17 1236 337V3'23'w 29.44 L271 N21TJb'00'E yb,78 L306 57144'S2'W 25.14 L341 S70'IJ'43'E J1.7b L376 S69'Sb'Ot'W 11.07 L411 S88'06'3b'E 1202 N4b'09'OZ'W J0.46 L23T 9a212't4'W 22.22 L272 N04'2T20'W 40.J0 L307 56400'J1'W 3x.26 LJ42 NJ6'21'40'E 49.26 L377 Se8'08'3e'E 3QJ7 L446 539'44'25'E 18.7E .
1203 N51'32'tt'W 43.02 l2Ja 52938'00'W 24.59 130b NSa'C16'1J'W 57.21 S40'46'21'W 53.90 L412 S56'05'tb'E L17J NOJ11'24'w 44.13 L34J N43'34'19'E 10.50 LJT6 540'S0'40'W 32.35 L413 515'H'S8'E S58'05'te'E 43.84 1447 53499'33'E 28.92 , ~ '11' 40.6E L448 N 2'10'40'E 45.18 ry?~7 425 58'E 6
1204 N25'21'42'W 42.14 12J9 S56'20'S4'W 23.41 L274 N1b'21'4J•E 17.66 tJ09 N33ti7'09'W 19•~ L344 N39'4S'0.1'E L379 Sa9'04'4J'W 44.61 L414 53509'06'E L20S N13'21'40'W 31.7J 1240 SS1'Ib'45'W 3x.67 1J10 N49R1'SJ'W 27.95 L17S N3116'26'E 39.53 L34S NS931'S0'E JS•07 L380 Hbb'J9'27'W 20.66 L41S SSS'SJ'41'E 53509'06'E 38.57 L449 450'10'J9'E 9.03
L206 N16'OS'21'W 30.55 L241 547'26'OJ'w 29.06 L176 H12'4J'S6'W 29•b6 1311 Nb4'09'11'W J1.S3 1346 58b71'10'E 21.x7 LJ81 Sylgy'b0'W 16.65 1416 N24D0'Ob'W S55'SJ'41'E 27.15 L450 420'Oe'S0'E 6.20 N24D0'08'W 42.64 1451 S39"03'26'W 20.53
1207 N27'47'4J'W 39.76 L242 S56p1'12'W 14.J1 12n N19V9'JS'E 33.7] 1312 N6SU2'4J'W 20.75 L347 S7b'20'47'E 24.93 L3162 N60'43'01'W 4225 L417 NOJOS'SS'W L20B N09'Jb'40'E J7.D1 L14J S3545'01'W 36.02 L279 NiT49'06'W 26.03 LJi3 Nb3U0'11'W 41.40 L346 Sbb'Ib'25'E 40.63 LJ63 N6T40'01'W 3x.90 1416 N19'34'S7'W N0305'S5'W 34.ee 1452 544'S4'S3'W 40.e4 N19'34'STW 40.49 L453 S40'Oe'11'W 2270 VICINI?Y MAP N(J1 tU ;r,,ALE
L209 N27'2E'2a'E 24.57 L244 S49'49'Jb'W 30.24 L279 N03'S0'26'E J9.11 L314 N24'JJ'04'W 10.67 1349 S73'48'07'E 20.65 L364 N6196'16'W 41.73 1419 N70'36'49'W L210 N4T48'43'E 52.36 1245 54601'47'W J0.21 L2a0 N75'S6'11'E J0.16 LJ1S NJ2Y0'33'E 43.30 1.350 N70'36'49'W 6247 L454 N32'4Y54'W 59.e5
560'J6'21•E 22.11 W65 N86'26'S1'W 23.42 L420 NJ8'S2'11'W L211 N45'J9'S4•E 35•ee 1246 SS6'21'Ob'W 3J.52 L261 56S'S9'S8'E 31.59 LJ16 N19D2'OJ•E 41.75 L351 Sb7'k'49'E 10.63 L368 576'SO'19'W 49.11 L421 N19'19'42'E NJ8'S2'11'W 4279 1455 N0117'13'E 35.80 N19'29'42'E 29.71 L456 N21'34'21'E 7.02
1212 NS7'01'SS'E 26.6J L247 53879'19'W J1.J9 L2a2 N57'4751'E 15.60 L31T N3J4Y36'E 22.14 L3Sy N34'11'19'E 21.79 L367 564'19'4) W 39.91 U22 N7175'04'E L2i3 N40'02'22'E 29.)6 L2b SS2'07'14'W 34.27 L2a3 NO9'J1'S4'W JO.Sb L316 N267B'S6'E 30.55 1.35) N/8'3S'/J•E 20.66 UB6 564~9'J9'W 3S.u L42J 5bT19'43'E N7175'04'E 33.76 L457 N13T)9'13'E 13239
L214 N59'03'Oi'E 2s.ee L249 S4632'24'W 25.1) L2a4 N04Lb'13'W 5200 L319 H3016'10'E 37.6b L354 N32'12'S1'E 31.14 ~9 5e2'14'4e'w 47,42 1424 S70'31'S0'E 5e7'19'43'E 36.20 1456 S14'it'45'W 19.21 S70'31'S0'E 43.35 1459 432'3701'E 24.10
L215 N39'J8'S7'E 25.9) LZSO S20'20'02'W 37.02 1265 N17'JO'34'E 41.Jb L34D N19'Jb'10'E 33.69 L3SS N4236'JJ'E 21.61 LJ90 NbJ'44'S6'W 27.69 L425 S62'09'21'E 1216 N53'S4'Sb'E )3.51 1151 SOb30'4b'W 31.34 L2b6 N0392'14'W 31.21 1321 N41'S3'OS'E 35.57 L3Sb N/8'25'SJ'E JJ.4J 1)91 NJt'JJ'12'W 17 J3 L426 SJO'06'JO'E S62'09'21'E 39.31 SJO'06'JO'E 4288
L217 N4S'22'S7'E J0.4J 1152 S26'03'Sb'W 27.32 1167 NJ6'48'47'E 33.10 N36'4J'J7'W 33.23 LJS7 NJ5'06'41'E 53.49 LJ92 NJJ'36'22'E 11.54 L427 N54'48'17'E L216 N34'S5'30'E )6.90 L253 S26'43'31'W 41.65 L268 S64'N'26'E 3).08 1313 NT3'46'iJ'W Jt.98 L3S6 NJO'29'23'E 33.61 LJ9J Neeo4'S~ 2e.10 L426 No6'41'49'E N54.48'27'E 22.OS
L219 N50'Sb'D3'E 17.x2 1254 S34'05'3b'W 29.61 L2aA Sbb'41'16'E 37.x6 tJ24 N21'2T'13'W 20.06 L339 N21'S1'21'W )7.50 L394 NOB'41'49'E 26.27 N70'30'49'W 4J.51
1220 N52'31'24•E 10.66 L1~' S253T59'W 21.7a 1,325 N10'S9'SS'W 41.83 N6J'44'31'E 5249 L429 N70'30'49'W L290 SS4'S8'O8'E 29.7e W60 N78'SJ'19'W )0.22 Ld+Olf NSOR2'29'E 3).95 14)0 Nb5'31'42'W 1111 N34'Ot'Ol'E 34.)0 L256 S29'40'3J'W 19.69 1291 SJ930'S0'E 37.84 NOS'17'14'W 41.72 l.Ja1 N61'S5'24'W Jb.61 L30b N6T21'09'E 24.07 L4J1 NS6'48'Jb'W N65'31'42'W 49.58
1221 N20'I8'47`E )2.71 L257 533D9'36'W 20.07 L291 S47'3T01'E )7.59 1327 N0719'O8'E 54•'59 L361 N2416'49'W 4232 LJ9T N190J'12'E ~.b5 14)2 NSb'16'18'E N58'48'36'W 41.J7 NSe'le'28'E 4e,65
121) N15'iT42'E 31.43 N1D'16'42'W 21.45 129) S61R6'4S'E )0.51 131E N10'29'46'E 40.53 LJ63 N23'10'04'W Jb.9S L396 N40'44'66'E 35.64 1433 NJ7'SS'Jb'E 1124 N129b'35'E 20.9) N11'Sa'09'W 3261 L294 ~0'~'E 17,E 1)29 N40'S4'03'E 44.b3 LJ64 N68'OJ'3YW 25.6E L309 NJ7'S5'Je'E '~1' •4e N471D7'22'E 36.17
1225 N21'39'SB'E 23.JJ 1260 N1294'16'E J7.S4 L29S N7511'48'E 31.Ob 1330 S6304'J1'E 27.10 N44'11'1S'E 4.1' •51 L434 N47ti7'22'E LJ65 S7TIb'i5'W 20.69 L400 N38'J6'17'7r )0.82 L435 S70'3b 21'E L22B NJ519'4b'E 17.12 L261 NI4'JT52'E 36.22 129a N86'14'S5'E 31.83 1331 566'44'06•E 5201 L.Jbb 312'10'35'W )5.49 L401 N2T40'20'E b1.96 L4Jb N21'J3'S4'E S70'3e'21'E 40.5E
1227 N2031'49'E 29.00 L2b1 N07'34'4J•E 3x.63 L297 556'45'Jt'E 22n 1331 Na2'44'41'E 24.50 L367 S2b'23'01'W Jb•60 L402 H~'4p'yy~ 44.62 1437 Nb0'41'42'W N21•J3'S4'E 20.44 N60'41'42'W 2e.43
L226 NJ63T01"E 26.60 L263 N21'J9'31'E 35.11 1.29E S48CT56'E 13.52 133) Nai'30'SB'E 43.47 1)66 S66'06'41'W 40.7a L40J NS3'42'1b~ 44.OS UJ8 N13'4T31'E 1229 N45'49'21'E 19.46 1264 N20'2D'Sb'W 18.04 L299 NJ6D4'36'E 23.18 L334 Na2'J4'41'E 3b.47 LJ60 N61'2TJ9'W 27.69 L104 N40'J8'22'E 5251 U39 N26'13'22'E N13'4T31'E 44.eo
L230 S15'38'1B'W 39.41 11b5 N47'Ja'17'W J21B L300 N~'4J'E 47.55 Na296'SS'E )210 L370 S4b'32'J4'W 4b.bJ L405 N23'1496'E >7.N 14/0 Sbb'36'14'E N26'23'22'E 34,83 Se6'3e'14'E 38.7J
L231 SOS'SJ'SO'E 36.15 N40'12'20'W 30.54 L301 N13D0'1J'f 64.33 lJJ6 N64'O6'10'E 4b.3J L371 S14'S0'34'W J4.7J L40b N21'SJ'25'E 19.31 U41 S7b12'JJ'E L2J2 S24'4b'49'W 20.)8 N06~a'27'W 2E.40 U02 ST1'31'19'W 71.55 ~ Sa7'46'13'E 27.40 LJ71 313'4T03'W 44.59 L407 NB670'1J'[ J0.2b 1412 N4S'23'49'E S7e12'3J'E 17.45 N45'23'49'E 91.64
L233 534'24'29'W JD.64 L266 N07'S3'27'E 40.02 1.30) 57190'20'W 2J.Ji L33e 562'JS'14'E 3b.W L37J S49'4a'47'E 31.83 L406 N6b'20'16~ J9.4S U43 N09'02'37'W L234 55031'02'W J2.6T L269 N41'J5'33'E 2).30 LJ04 S88'H'07'W 22)0 1339 Sa5R6'26'E x.61 L374 S07'30'00'E 2a.90 L409 Nb0'4a'2b'E 34.7E L444 N24'36'01'W N09'02'37'w 24,45
N24'38'01'W 43.72
UNE TABU:
UNE BEARING IENGTH L1 N77'04'27'W 33.10
L2 N29'31'26'W 5).99
L,J N76'20'01'W 49.06 L4 N11'00'09'W 49.62
l3 N13~6'Oa'W SO.iS L6 N15'1b'24'E 6237
v NoesTD7•E u•aJ NOW OR FORMERLY FORMERLY . TAYLOR, JR.
la N52'31'25'YI 27.7e ~ ROBERT B. TAYLOR, JR. la Noey1'31•w Je.n M.B• J9, P• 226 19, P. 226
L10 NJb'42'11'E 47.JJ
U1 N37'21'47'E 51.40 L12 S32'12'06'E 1.97
6~
'N J03T ` 4~ 6'
E 515 ~ B. e~~,
i ~t'` ~e 1~1 ~ ,q, / 0 s ,o ~ J9 Jg k 1~ 9 h ~ 1? ;1~ s`r sq,dyy $ b J9 J` ^ `
i 1hi ~u ! ` 1 „ ~ N ~ 1`
6• FRp1 EDGE Of gRANd1 -E / , CDT iii ~ 1 i ~ ' (1RAVERSf UNE IS 3~ 15 AC~~ pROpERTY LIN) ~ SIS f J,~\ w is ~ 14'1403 514 tea' ~ J,~1 y~ ; y1.1$ ~ 901 f~~ ,
~NTERUNE OF BRAN 60~ ~ ~~i ~~`J i 56 / 101 ~~s ab\ `~c1~ , NETLANDS ?
HORSE BRANCH ~ 1 r1~nANDS 'Ja ~ ts~ ~ r-'' ~ h; 1~ S1S die if ~,w,~r~ • _
~ , ~ e~' ~tiw , ,'s gg ~ -0 - J 404 1'N - , ~ ~ J~. ` S . -0 - , ~ /
. _ _ _ - - - _ NET1JtNDS i~ 1:~ t i" _ - _
~ - - 4 ~ 'P` - , ~ 1 - ~ 515 l4 ti•\ - ~ ~='~'-~~o- _ _ -
_ . ~ 3+? 1316 Ut9 ~31~,~,iJ1r /b i~~~ E 75.02' 515 ~ ~ ~ r U+_~ l3',5 tE_~__~__?' ~,4 'r? ' a _ _ _ 5S M 2S5C42' Eli ~ ~ - -
? K 100.13' ~ M m'1!'OY _ J L
r _ .T9' SIS 104 t ~ ~ r' I : I. 1 J'' _ , a I 3.
" _r+ 19 e' sa ~ WE1lANDS , ~ \ . ~ ~ ~ ~ I x I'' ~ 4 t 1. ~
SIS ~ ~`~r' IN 1= ~ i' r1 F 1' rc G ~
~ ~ 3~ Y 1 pw ~ i~ 1 ~ , ,o ,,070,111.eT >'a~ ` 1 ~ ~ ~ I I~ ~~J~ 11 N ~ 41
Y 404 , ~ 24.37 oaw • $ WETLANDS _a %L~ ~ 10' .
~ ~ s, IN~ 11~ 1'~ I- ~ ~ 458
ti r' i~w f`•~ ~ ~r ~ ~ 1~~ ~ u1 ~~W It
t ss ~ { ~ 1~ i~ ~ si ,w iw Is Ic NEILAND4 U1 •,'ro ,.3'2 r~~~ ~ ~~Q°~ IMF ~a5o~~
z w y ~ 1° 404 V ~ h l• i I~ • ~ 1 "1
1,;. I N J? WETLANDS ~j~ ~ ~ 1~ 13:8 Iw ~ ~ % 1 i C3a~ ? ~ 7J ~a/ 1~t ~ ~q / ~ I
~ti e ~ J 3'k- ? ~ 1 ~ iYb 1~;
~ L. ~q6' ~Slh~\(J ~1; ~Y4 )
~I. ~ /04 y
~ ice';` ~:_Jyl2tF 1N ~~~J - - - =c 1~ .or _ - - lu - _ _ _ 1 p IY4 WETLANDS i
~ 515 n~~_ •.2^9 ~ W I~ /a4
N i-~ ~ ~ . pro. ~~o~_ s 1~ ~ X74'46• w ~ ~ 1, ~ NOW OR FORMERLY
1 ~ t~1~ ar ~29~~~~ 5~74~~'W SIS YI? ara~' ,1•+~~'~.==,~<<'a boa ~ + ,ip0~9 OF 1 OLp 46224• ~ IU ~ 4~ ROBERT B. TAYLOR, JR.
404 /"4~~+.~ ~~~~?a• ~ .Og53 W ~~~1VCE WETUJIDS tij4 ~~'v~~`~~~~~ g1J A ~ ~ 1~~ M.B. 39, P. 226
Q' ~ ~ 4r~ L252 .25' ~ ^5 S ~i56 ~ t DLD FffiLD RO D V 515 ~ ''~z~e ~~,`,~„-'+---•-=54.~~~?~~5 vs ~ 5~' ° . a ass y J`s
~ ~ z i_~ ~ ~~.~~sv.~,SG•~~'~~ X2,22 X22' ~ EIS r_L357 LJ58
J u ~i NETLANDS ~ 9 r, 2, _223 r.`~`' a~ 1 - t '-r- 10). X75+--~
m ~ ~ 1~ ~ ~ Iu ~ wETLANDS { 8 I~ 43 ~ 1A
t 1 .34'11. W 634.52' I I ~ <
SIS S 21 t Cr__~- v
1 ~ I ~ ~ t I I CEMETERY / ~ ~ ~ c, 4 P 4a9
E1P ~ ~ r- ~ / ~ ` ~a5 ~ 50
I / ~ i ~ I
LEGEND: / `30A~ ,i / (n,B ~
EIS ~ EXISTING IRON STAKE
SIS ~ SET IRON STAKE ECM ~ EXISTING CONCRETE MONUMENT ~ / ~ , p !,1 t ¢ 1 (0•~ 391, ~ ' UMENT ry 2 A / P~
DIVERSIFIED INVESTORS INC. R/W ~ RIGHT OF WAY d - ~ ~ 4) mar , _
~ n 404 WETLANDS PORTION OF D.B. 1897, P. 245 i L___ ~ ~ ~
PORTION OF M.B. 43,P. 118
~.I NOW OR FORMERLY AUG 0 20 o ~e ~ ~ / STEWART C. S~MPSON WETLANDS SURVEY
~ < / / ~ - - D.B. 965, P, 339 / / PREPARED FOR •'~~PI ~ w ~`si3~,~., r,
/ ~ ii l / / \ PINE FOREST ACRES, / ~
1HIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM / / ~ 29~ SECTION IV /
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION, WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS WETLANDS AND THAT THE ROR OF CLOSURE AS CALCULATED 8Y LATS. do M.. 4 P. 9 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC / / a,~ ~ 8 5, 20 , / / / sL. L _„5 / PINE FOREST ACRES, SECTION VI
DEUNEAliON MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS DEPS. IS 1: yD'~ / / , .
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED / / \ ~ 2B 1 / R PARED BY `30~ \ /
REGULA110NS, THIS DETERMINATION OF SECTION 404 JURISDICTION WITNES MY HAND do SEAL TH~u~n /1Y OF MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. 20 ~,a``~' H ~q JOHN L. PIERCE & ASSOCIATES P.A. ~ ~ /
A 'L- ~ o..• •.o ~ ~ ! ACKSONVILLE NC 28541 / 409 JOHNSON BLVD. J ,
JOHN L CE, P.LS. L-~ Z'••, ~ ~ - - - / PHONE: [phone] DATE: MAY 6, 2004
SEAL ~ SIGN RE OF A Y CORPS 0 E EERS OFFlCAI ~ ~ ~ SCALE: 1"= 100' F.B. 701, P. 23+
r 1-2596 ~l ti
~ 0 0: ~ ~ GRAPHIC SCALE
DATE OF SIGNATURE m 1 10 o 100 0 so 100 zoo +N+
~~RII IIIIIIPI!~
REF: M.B. 41, P. 201C . g
1 inch = loo fk
~vprojectsVDEVERSIF:ED INVEST\d+gAWETLANDSD~IG 05/2:!04 09:59 35 AM EDT
REV; MAY 21. 2004 (NON-JURISDICTIONAL WETLANDS)

_ _
STORM PIPE DATA RATIONAL METHOD: TEAIPORARv SEDIMENT TRAP DIMENSIONS: PONY FARU ROAD
O=CIA 0=(0.40}(8)(A) 0=3.20(A} TRAP LENCTH(FT) NDTH(FT) DEPTH(FT) PINE SITE FOREST
t Z7 IS 3.5 ACRES
PIPE ARE=A(AC.) 0 ZSLOPE LENGTH(FT} SIZE(IN) 2 58 15 4.5 STILLW000
A 2.31 7.39 0.5 40 18 3 +2 10 3,5 SU80.
B 1.33 4.26 0.5 5Z 18 4 16 10 3.5
` 5 a4 15 4,S BLUE 6 p CREEK 1
C 1.10 3.52 0.5 40 18 ~B, 6. 6 20 10 4.0 ROAD ~
D 0.51 1.63 0.5 77 18 p+, PER 7 t5 IS 3,0 N~
8 29 15 4.5 VICINITY MAP -NOT TO SCALE
9 44 15 4.5
10 22.5 10 4.0
11 24 15 3.5
12 49 15 4.5
1J 61 1S 4.5
14 67 15 4.5
NOW OR FORM ROBERT B. Tq Ef NOW OR FORM
M B 39 YIOF BERT B. T ERLY M.B. 39 A~10R, JR.
P. ?2i ' P. ?26
„ i

~ I ~
'I
- _ _ - .
TRAvEaSC uNE 19 tA' - _
CENTERLINE OF ~R N fDOE q~ BRANCFY - ~ L1 ~S PMG ,S A~R7AI, PkOPERtt Uy
SIS )Q - ~ ~ -
N ~ , o. ?j sti5 'sls
HORSE BRAN _ t15 , SIS ~ ~ i r
t
t1O N 19p703' E L11 SIS N Y~~ yA N 19'30'04' E 124.66' ~ ~ 3)' Si S 13.1. tg~ f - S ~r 1~.~ ~ _ _ i2
159.79' S ~N 24b3'1T E 281,3 ' w ix SIS~_ ~ _
sus ,«~+4, ~ sus ~ ~ l - ~y " . ~ ~ -
~ r - ~
~ ,,.rly, S t~ x ~ '~v 4
~ x tix ~ ~ i
SIS / p k ~ ~~/1 X i, k 4 lR,lp _
J ~ - 7 i ~ ~ ~ ~ ~
,r ! h 6 $ raoPOSfD aTCfi rn ~ ~ ~ ~t4 v J:I SIDE SLOP aTCN I ; _ - 8 - ~ • ; IOPEg ~ , r -
I PROP ~ ES ~l dSED ~ 5 , - N 3:1 sIDE sLOPES , _A ~ - .a ~ \
,B~ _ ~ o ~ ~ . r ~ ~ L5 ~S + 6 ~ o, ~ 1O ~ ~ s _ ~ ~ ~ -
o ~ _ _ ~ _ ~ , _ - -
y~ S ~,yq6 ~ A9 w ti ~ 1RAb _ -
~ ~ /1J - ~ - ~ ~ ~ -
~ ~ ~ ~ w ' s ' ~ ~ y4~ ~ J ~ ~o, I ~ 1 ACO ~ ~ . \ ~ ..i ~I cr
. ,R, ! ,ocS ~ RESERVED ~ J BO ~ CO(J h ro u BY OMNER ~ ~ 69 7 . ~ ~RT~8Q.p1' S7 s d~ n 1~ W tl n fill 1~A s n~, R o~' ~ x ~
~ ~ ,n, N, e d d ti ~ ~ u ,/ly ~'a ~ I I a~ ~ , 1
~ ~ ~ ~ a ~ - ti ~ ~ ~ a 0.03 ac ~r ~ 1 ~ a a, i - ~ 4Q ~ 9 1~ ~ -
(V SIS . , ~ f ~ 8) 8 K ,apo '7 '~,p~ - ~ r a , ~ ~ ~
~ w ~ ~i ' t ~ k~~ ' \~r + - V a
I ~ ~ ~ ~ ~ ~ (l ~ _ _ _ 0 BASF ~ y . w c 1! ~ OF FEN • ~ v U r , ~ ~ + a~ ~ * _ X X CE POST ~ N ~1 a W ~
- J ? - - _ J _
JOE W. ~ S}g Y 12 ?~OrtrON fSiA _ ~ N O O M.B. 41, .p, ~ Q rv 5 0 BASE.. " QO R AA I _ W ~
r N ~ ~ fLDR` N _ ' _ ~ 2kU lYf OAD ~ , - _ , v _ I ~
' _ ~ -1 ~ _ / 1 ' - ~ _ -
i ~ _ \ ~ r _F~ 3 oaq ~ i,/ _
N ~ ~ 4 64 ~ $ 2 ~ _ -
f.qp 51 acres \ . S g 4 1j ~ EIS ~g~ OF ' 8Y 01NER _
I _ ~'ea _ ~ _ - 0, I 5 ~ , ~T.9a).Bi ,~.n . , ~ $ ~ x' ~Er ~ l~ Ra ,
a a _ A h ~ ±
a a, z6' 51 ~ ~ o a E - s ~ n.aea.ea N asp p.~1.8 ~ 3 ~ ~
~l/ e 1. 63 ~ ~ ~ e ~ - - 0'f uNE
ttl 2),6p3.gp .a.n o ~ ~ ~ ` ! ~ ~ R. 131 (PRIVA~ - N ~ 20' 1~ P 7ep ! Y$~ R OW OR FOR
a.e3 0 _ ~ . acres ~ ~ ^ 39,461.0.5 agJt. w° ~f. ss, E ~ ROGER MERLY r 4 ~ ~ r ~ M.@. 39 , P .2 JR.
/ 0.91 acres ~ ~w~ ~ 26 r ' ~ i - ~ } -
66,6U OB ~ ' `'~k~ ~ a. V ' 49 ~ ~ , ErS ' / e
1 s3 ~w.n. ~~2 / 52 I fi.95~.~y ~ ~ u _ ~ } f N 2 a.sD ~.tt ~ ~ , ~ x B'01'OS' E 227 ~ ~ i ,tn~,j . ~ ~ ° ~ e/
1 ~ 6 ~ a7 A, _ ERY ~ ~ ) i - ~ ~'t .
o. ~ 109,339 ~ Va
J t 2.51 a~cree9 n' 4$ )6,465.89 ay, R ~ 1 , ~ n 48 r - ~ ~ o~ ~~r. a 22 _ e1o.11 ~ ~ - ~ . ~q. 2 wee 1 _ f ~ ~ ~ ~
1 )8 acrq fi ~ o. ~ j ,~o J t' 6 7 0~ c t 11 ' a o.s w.n. y - ~ ~ _ _ ~ ~ r ~ ~ ~ ~ r ~ a-`
F ~ ~ tia: r
t R ~i t„~., G py L - ~ - i t y
°r
_ ~ i -
1 ~ , ~r ~ _ ~aJ - P ~
, ~ r I~ . ~ _ JUN ~ , 'r ~r 1~ I , ~ p4
~Y Wq ~ ~ ~
~l i~ ~_r~,. 1FR ~ _ ~_r~.` ~ ~'SE
ON ,
~,a - - , - _ Y, ,
CURVE TABLE _
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT EIS =EXISTING IRON STAKE ~ ~ -
C1 S69'14'53"E 181.35 38'30'14" 275.00 184.81 96.04 EA =EXISTING AXLE , EIP =EXISTING IRON PIPE
NOTES: C2 N54'44'S9"W 455.58 14'30'OG" 1805.00 456.79 229.62 C3 825'55'11"W 62.25 15'33'15" 230.00 62.44 31.41 - T \ - ECM -EXISTING CONCRETE MONUMEN
1 ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK. EPK =EXISTING PK NAIL R/W =RIGHT OF WAY
2. SETBACKS: FRONT-20'; SIDE STREET-20'; SIDE-8'; = T IR N TAK ETL D. ROBBING AP SS SE 0 S E
REAR-15' OR AS SHOWN HEREON 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS MH = MANHOLE PRELIMINARY /SKETCH PLAN
OTHERWISE NOTED. I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS 115 PLAT WAS DdcUE = DRAINAGE do UTILITY ESMT, GENERAL GRADING & DRAINAGE PLAN IM AN ACTUAL SURVEY WV WATER vALVE ~a~ SEDIMENTATION & EROSION CONTROL STORMWAT R P AN
4. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED. DRAWN UNDER MY SUPERNSION FROM AN ACTUAL )REFERENCES SHOWN FH - FIRE HYDRANT ~ ~ / E L
5. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND MADE UNDER MY SUPERVISION (DEED REFERENCES PAVEMENT INTERSECTS TO NAVE 30' RADIUS. HEREON}; THAT THE BOUNDARIES NOT SURVEYED AI OT SURVEYED ARE RCP = REINFORCED CONCRETE PIPE
6. TOPOGRAPHIC SURVEY PROVIDED BY OWNER, CLEARLY INDICATED, THAT THE RECISION RECISION MBL = MINIMUM BUILDING LINE SHONANG S T = 10' X 70' SITE TR+ANGLE
7. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS. AS CALCULATED IS 1:10,000+~~ 8. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS. ORIGINAL SIGNATURE, LICTEN AL A PINE FOREST ACRES, SECTION VI L x 45.2 s SPOT ELEVATION
9 DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT THIS_~1__ DAY OF _ ~ . . ~ ~ ~ . 4{~ PROPOSED ELEVATION JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
STREETiNTERSEC110NS ACCOR)iNG TO STATE STANDARDS, ~ 2, Q S ~ ~ = DIRECTION OF fLGW PREPARED FOR JB = ~~1NC110N BOX
1 ATED IN FL000 ZONES "A" AND "C" AS PER FIRM 'a SF.~' ~ c 0 LOC ~ , MAPS 370340-0190C WITH AN EFFECTIVE _ - = To wsT o DIVERSIFIED INVESTORS, INC. T6 BE ALLE
~ JOHN 1. PtER~t P t..S. DATE OF JULY 2, 1987. ~ , - x - x - = SILT FENCE PREPARED BY
11 iT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL ~4 d '?u V P T N TR P N NTRACTOR'S ~~ii0 ~ ~Q~~~ CONDITIONS RIOR 0 CO 5 UC 0 & CO ,,~HN~.Q1 •~•.•Q,G,.~` INV. = INVERT JOHN L, PIERCE A I T & SSOC A ES, P. A.
RESPONSIBILITY TO COMPLY WITH N C.D.O.T.'S 41I~U11p~11~ II.P~~~~ G v GATE vavE pllpl>>~1~ 409 JOHNSON BLVD, JACKSONVILLE, NC 28541
COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. TRACT DATA: ~ = ROCK CHECK DAM OWNER/DEVELOPER PHONE [phone] DATE JUNE 14, 2004
t2. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND SWALES AND TO STABILIZE SIDE SLOPES PER TOTAL AREA = 24 ~ ACRES = RIP-RAP APRON OIVERSIFIm INVESTORS, INC. S P.O. BOX 1685 GRAPHIC SCALE
THE STATE'S EROSION CONTROL SPECIFICATIONS. AVERAGE LOT SIZE = 4',95248 S.F. 2 48 S.F. ® = RIP-RAP INLET PROTECTION JACKSONNLLE, NC 28540
' 3 AI I f1RAINAGF PIPFS T(l HAVF FI ARFD FNDS. S11~1 I FST .(1T 15 1~5 S F (I OT 111 (I OT 111 910-34fi-9800 ~m ~ an ~m ~,n
14 ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM TOTAL NUMBER OF LOTS 18 I ¦ ¦ ¦ ¦ ¦ t UKADING UMIIS
BUILDING SETBACK. RESERVED BY OWNER = 5=-'841'8'A-C-' '4 AC. BCCMP = BITUMINOUS COATED CORRUGATED MEAL PIPE (NCDO? APPROVED)
15. CONTRACTOR IS TO CONTACT THE N C D.O.T. MAINTENANCE OFFICE LINEAR FEET OF STREETS = 1,245 LF 1,245 LF
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT TYP LOT DMENSIONS = 86'X175' ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. MINIMUM LOT SIZE = 15,000 S.F. 'X175' { IN FEET ) 1 S.F. 1 inch = 100 ft.
WATER =ONSLOW COUNTY
SEWER - PRIVATE SYSTEMS SHEET 1 OF 7
REF) B 973, P. 793 DISTURBED AREA = 18 ACRES ES