20041268 Ver 1_COMPLETE FILE_20040802

OF W ATF9 Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> y Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 21, 2004 D 15 ? a V L5
D
Chenywood Developers, Inc. SEP 2 4 2004
c/o Betty Bullock DENR - WA` EIR QUAUi1'
P.O. Box 1685 WIMMI)SAND STORMWATER gR }t
Jacksonville, NC 28541
SUBJECT: Approval of 401 Water Quality Certification
Road Crossing
DWQ Project # 041268
Onslow County
Dear Mrs. Bullock:
You have our approval, in accordance with the attached conditions (WQC # 3404) to conduct the
following activity on your property located at the terminus of Wheaton Drive off NCSR 1222 in Onslow
County. This approval allows you to:
1. Fill 0.31 acre of jurisdictional wetland and impact 104' linear feet of stream for a road crossing.
This approval is only valid for the purpose and design that you described in your completed Pre-
Construction Notification (PCN) application received by the Division of Water Quality (DWQ) on
August 2, 2004 and additional information received dated September 13, 2004. After reviewing your
application, we have determined that General Water Quality Certification Number 3404 covers this
activity. This Certification can also be found on line at: http://h2o.enr.state.nc.us/ncwetlands/certs.html.
This Certification (#3404) allows you to use your 404 Permit when the Corps of Engineers issues it.
Please keep in mind that there may be additional Federal, State or,Local regulations applicable to your
project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations, NPDES Stormwater and Coastal Stormwater. In addition, this approval will
expire when the accompanying 404 Permit expires unless otherwise specified in the General
Certification.
Please be aware that if you change or modify your project, you must notify the Division (DWQ)
in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is
thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
211.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification and the additional conditions listed: .
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to this office and a copy to the 401 Oversight/Express
Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650;
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One 1'
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper NOrthCarohna
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Page Two
Cherrywood Developers, Inc.
c/o Betty Bullock
DWQ'Project # 041268 -
September 21, 2004
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the PCN Application. All construction
activities, including the design, installation, operation, and maintenance of sediment and
erosion control Best Management Practices, shall be performed so that no violations of state
water quality standards, statutes, or rules occur;
3. Provide a copy of the recorded restrictive covenants or deed restrictions for the lots with
wetlands.
Please notify this Office at the number listed below if any problem arises during the construction of
the project that may affect water quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #041268 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,

Alan W. Klimek, P.E., Director
Division of Water Quality
Attachments: GC # 3404
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Lillette Granade
401/Wetland Unit, Central Office - Cyndi Karoly
WiRO
Re: 401 projects
Subject: Re: 401 projects
From: Joanne Steenhuis <Joanne. Steenhuis @ ncmail.net>
Date: Wed, 22 Sep 2004 09:11:54 -0400
To: Cyndi Karoly <[e-mail]>
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
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Joanne Steenhuis
N.C. Department of Environment
an Natural Resources
P?Division of Water Quality -
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
? CHANGE ORDER
DATE JOB NO.
2004
ATTENTIO
Joanne Steenhuis
Cherrywcod Subdivision
? UNDER SEPARATE COVER VIA
THE FOLLOWING ITEMS:
? PLANS ? SAMPLES ? SPECIFICATIONS
COPIES DATE NUMBER DESCRIPTION
1 S revised plans
1 Co of-proposed restrictive covenants
1 Copy of wetlands
1 Co of our letter dated 9/2/04

WETLANDS/ 401 GROUP

SEP 14 2004
WATER QUALITY

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
cc: Cyndi Karoly
SIGNED
letter of transmittal
OF W ATE Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
0 North Carolina Department of Environment and Natural Resources
> Alan W. Klimek P.E., Director
p r Division o> Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 2, 2004
CERTIFIED MAIL: 704 0750 0000 5300 3754 WETLANDS/ 401 GROUP
RETURN RECEIPT REQUESTED
Cherrywood Developers SEP 14 2004
c/o Betty Bullock WATER
P.O. Box 1685 QUALITY SECTION
Jacksonville, NC 28541
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Cherrywood Subdivision
DWQ Project # 04-1268
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 V
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,
anne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly -401 Wetlands Group
Lillette Grande - Corps of Engineers Wilmington
Darlene Anderson - Onslow County
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One
N 41i C
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper o aro Ina
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( Aug 02.2004 1:51PM Gaylor, Edwards a Vatcher 910-455-9557 p.2
DECLARATION OF RESTRICTIVE AND
PROTECTIVE COVENANTS FOR
CHERRYWOOD, SECTIONS IV, V, VI & VII
Prepared by and return to:
Gaylor, Edwards and Vatcher, 19 New Bridge Street, Jacksonville, NC 28540
STATE OF NORTH CAROL
COUNTY OF ONSLOW
THIS DECLARATION OF RESTRICTIVE AND PROTECTIVE COVENANTS, made this the day of
2004, byICHERRYWOOD DEVELOPERS, 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 s 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, t e Declarant hereby declares that the real property in and referred to in
Article I hereof is and shall a held, transferred, sold and conveyed subject to the protective covenants
set forth below.
ARTICLE I
SUBJECT PROPERTY: l he real property which is, and shall be held, transferred, sold and conveyed
subject to the protective co enants set forth in the Articles of this Declaration is located In the County
of Onslow, State of North C?rolina, and is more particularly described as follows:
BEING all that property ass own on a plat entitled "Final Plat Showing, CHERRYWOODS SECTION
Richlands Township, Onslo County, NC," prepared for CHERRYWOOD DEVELOPERS, INC., dated
2004, prepared byJohn L. Pierce & Associates, P.A. and recorded in Map Book
Page , Slid , in the office of the Register of Deeds of Onslow County, North
Carolina.
ARTICLE If
PURPOSES: No lot or?ts as shown on the map described in Article I shall be put to any use other
than for residential purpos s, 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, laced, altered, or permitted to remain on any such lot other than single
family residential dwellings of to exceed two and one-half stories in height, a private garage which may
contain living quarters for ccupancy by domestic servants of the lot occupant only, and such other
outbuildings as may be yeas nabiy appurtenant to the dwelling, provided that the same are constructed
in line with general archite tural design and construction standards used as the dwelling Itself. This
covenant shall not be constr?ed as prohibiting the use of a new single family dwelling as a model home
for sales purposes.
WPDOCS/DOC/ R ESTCOV;PINEPORS.WP6
WETNUS 1401GROUP
SEP 14 2004
WATER QUA01Y SECTION
-r
Aug 02 2004 1:51PM Gaylor, Edwards a Vatcher 910-455-9557 P.3
ARTICLE IV
WELLING ALITY ND SIZE: The ground floor area of the main structure, exclusive of one-story
porches and garages, shall a not less than 1,000 square feet for a one-story dwelling, nor less than 750
square feet for a dwelling 0 more than one story.
ARTICLE V
BUILDING LO ATION:I No building shall be located on any comer lot nearer to the frontline or any
side street line than as sho n on the recorded plat. No building shall be located with respect to Interior
side lot lines so as to ben arer than 8 feet to either such line. No dwelling shall be located on any
interior lot nearer to the fro t 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 p rposes of this covenant, eaves, steps, open porches, and carports shall not
be considered as part of a uilding provided, however, that this shall not be construed to permit any
portion of a building on a to to encroach upon another lot. An error of not more than 10 percent in the
location of a building on thie 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 ma be or may become an annoyance or nuisance to the neighborhood. Each
owner shall maintain their I wn in a well manicured manner and their lawn shall not become overgrown,
unsightly or be offensive to other lot owners.
ARTICLE VII
EASEMENTS: Easeme is for installation and maintenance of utilities, including water and sewer
services, drainage facilities nd access are reserved as shown on the recorded plat and over the rear ten
feet of each lot. Within the a easements, no structure, planting or other materials shall be placed or
permitted to remain which ay damage or interfere with the installation and maintenance of utilities, or
which may obstruct or ret?rd the flow of water through drainage channels in the easements. The
easement area of each lot a d all improvements in it shall be maintained continuously by the owner of
the lot, except for those 1m;rovements for which a public authority or utility company is responsible.
The Declarant reserv s 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 subdivi ion described herein, for the installation and maintenance of poles, lines,
conduits, pipes, and other a uipment necessary to or useful for furnishing electric power, gas, telephone
service, drainage or other u ilities including water and sewer services.
ARTICLE VIII
Livta I 7under No animals, livestock or poultry of any kind shall be ra ised, bred or
kept on any loogs, cats or other household pets may be kept provided that they are not
kept, bred or ommercial purposes. Any and all pets shall not be allowed on the premises
unless same aect control of the owner at all times and are not creating a nuisance to the
other owners erty.
ARTICLE IX
nVILunvt, MANN AN Q SPECIEK TIONS: No dwelling or other building shall be erected upon any
lot unless the plans and sp cification 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 FEN 5:1 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 rigt of way unless such fence shall be of an ornamental nature. Brick and
split-rail shall be deemed to meet the requirements of this restriction.
WPDOCS/DOCIRESFCOv/PINEFORS. WPD
Aug 02 2004 1:51PM Gaylor, Edwards a Vatcher 910-455-9557 p.4
ARTICLE XI
GARBAGE AN REFUSE DISPOSAL: No lot shall be used or maintained as a dumping ground for
rubbish. Trash, garbage or ther waste shall not be kept except in sanitary containers. All incinerators
or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary
condition.
ARTICLE XII
SIGHT DISTANCE AT NTERSECTION: 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, rom the intersection of the street property lines extended. The same sight
line limitations shall apply upon any lot within 10 feet from the intersection of a street property line with
the edge of a driveway or ally pavement. No tree shall be permitted to remain within such distance of
such intersection unless the Foliage line is maintained at sufficient height to prevent obstruction of such
sight lines.
ARTICLE XIII
TEMPORARY STRUCT : 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 a y 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 garageF
i ARTICLE XIV
DRAINAGE: All drive ays shall have drainage tile in the street ditches installed and sized in
accordance with the North arolina 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 Coenants In whole or in part, with the exception of Article XVI.
I ARTICLE XVI
?TORIVIW T MANAGEIVIEN : The covenants and restrictions set forth in this Article XVI are
intended to ensure continu d compliance with State Stormwater Management Permit Number
as Issued by the Division of Water Quality under NCAC 2H.1000. These covenants
and restricitions may not b altered or rescinded without the express written consent of the State. of
North Carolina, Division of Water Quality. Alteration of the drainage as shown on the approved plan may
not take place without the c ncurrence of the Division of Water Quality.
(A) The allowable bull -upon area per lot for Lots 44, 47, 50, 54-83, 88-127, 130-133, 135-138,
154-156, 159, 160, 178-194, 201-212, is limited to a maximum of 5,000 square feet per lot; Lots 33-
43, 53, 84-87, 128-129, 13 , 139, 140, 143-147, 149-153, 157-158, 161-162, 165-169, 173-177,
195-200, is limited to a maximum of 6,500 square feet per lot; Lots 45-46, 48-49, 51-52, 141-142,
148, 163-164, 170-172, is limited to a maximum of 7,470 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 I t line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphal , concrete, gravel, brick, stone, slate, coquina and similar material, but does
not include raised, open wo d decking or the water surface of swimming pools.
(B) Swales shall not be filled in, piped or altered, except as necessary to provide driveway
crossings.
(C) Built-upon area in excess of the permitted amount requires a state stormwater management
permit modification prior t construction.
(D) The State of Nort Carolina is made a beneficiary of these covenants to the extent necessary
to maintain compliance wit the stormwater management permit.
(E) The foregoing co enants are to run with the land and be binding on all persons and parties
claiming under them. I
WPDOCS/DOC/ RESTCOV(PINEFORS.WPD

Aug 02 2004 1:52PM Gaylor, Edwards & Vatcher 910-455-9557 P.5
ARTICLE XVII
MQVINi N T W _ L D : All of the properties subject to these Restrictive and
Protective Covenants shall Iso be subject to the following Special Provisions Relating to Wetlands. In
developing the subject real roperty, the Declarant has agreed with the Department of the Army Corps
of Engineers (pursuant to a ermit issued by the Corps of Engineers) to restrict and prohibit any future
filling or other detrimental activities in the wetland areas, which presently exist within the identified areas
of the property. Accordingly, all wetlands shown and delineated on the recorded plat of the subdivision
as described in ARTICLE I, hich have been verified by the Corps of Engineers, shall be maintained in
perpetuity in their natural o 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 othe ise 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 o Engineers, Wilmington District, and therefore may be enforced by the United
States of America. This cove nant is to run with the land and shall be binding on the Declarant, the owner
of any lot in the subdivisio 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, iimington District, or its authorized successor.
ARTICLE XVIII
vr„va...? JlMIV Vh1RU.D.
Driveway headwalls, fence , mailboxes, newspaper delivery boxes or other roadside obstructions,
constructed within the righ of way of any street as shown on the recorded plat of the subdivision in a
location or out of materials etermined 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 obstructio , at the Owner's sole expense, within thirty (30) days following written
notification of such objecti n by the North Carol inaDepartment of Transportation or Declarant. In the
event any owner fails to re ove an obstruction within the thirty (30) day period following receipt of
notice of the objection, De larant shall be entitled, but not obligated, to remove the obstruction and
recover the expense and co t, including reasonable attorney's fees, incurred in the removal.
ARTICLE XIX
i Kt E : The Declarant reserves the right to subject the real property in this
subdivision to a contract w th 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 aid/or a continuing monthly payment to an electric company by the owner
of each dwelling. I
ARTICLE XX
ENFORCEMENT: Enfo cement shall be by proceedings at law or In equity against any person or
person violating or attemp ing to violate any covenant, either to restrain violations or to recover
damages.
I ARTICLE XXI
MODIFICATION: Thes 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 expres written consent of the State of North Carolina and the provisions of Article
XVII cannot be amended or odified without the express written consent of the United States Army Corps
of Engineers, Wilmington Di trict.
ARTICLE XXII
SEVERABILITY: Invalid tion of anyone of these covenants by judgment or Court Order Shall In no
way affect any of the other rovisions which shall remain in full force and effect.
WPDOCS! DOC/REMOV/ PINEFOR5,WPD
&t Rug 02 2004 1:53PM Gaylcr, Edwards & Vatcher 910-455-9557 P.6
IN WITNESS WHEREOIF, the Declarant has caused this instrument to be signed by In Its name by
its President, with authorit, duly given by its boards of directors, the day and year first above written.
CHERRYWOOD DEVELOPERS, INC., a North Carolina
corporation
By. (SEAL)
its President
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
I, a Notary Public in and for said County and State, do hereby certify that
personally came before me this day and acknowledged that s he is President of
CHERR (WOOD DEVELOPERS INC., a North Carolina corporation, and that by authority duly given and as
the act of the corporation, he foregoing instrument was signed in its name by her as its President.
Witness my hand an official stamp or seal, this day of '2004.
Notary Public
My Commission Expires,
WPDOCS/DOC/RESTCOV/PINEFORS.WPD
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200301165 County: Onslow Quad: Catherine Lake
Notification of Jurisdictional Determination
Property owner: Christopher Earl Collins Consultant: Wayne Ragland
1207 Decatur Road 120 Balsam Road
Jacksonville, NC 28540 Jacksonville, NC 28546
Telephone Number:
910-347-9036
LAT/LONG: 34.8321 N, 77.5677 W
Size and Location of Property (waterbody, Highway name/number, town, etc.): The 86.10 acre and 20.94 acre tracts are located
off Westside Lane and Bannermans Mill Road, in the headwaters of an unnamed tributary to New River, north of
Catherine Lake, Onslow County, North Carolina.
Indicate which of the following apply:
There are wetlands on the above-described property that we strongly suggest should be surveyed. The surveyed wetland
lines must be verified by our staff before the Corps will make a final jurisdictional determination on your property,
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review it, and, if it is accurate,
we -strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final
jurisdictional determination on your property without an approved survey.
X The wetlands on your lot have been delineated and surveyed; any placement of fill material waterward of the
flagged line requires prior Department of the Army authorization from our office. Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years from
the date of this notification.
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X The project is located in one of the 20 Coastal Counties. You should contact the nearest State Office of Coastal
Management to determine their requirements.
Please be aware that this property also contains non-jurisdictional, isolated wetlands. Please contact the North
Carolina Division of Water Quality at [phone] to discuss the State's regulations and requirements for
these waters.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Jennifer Frye at 910-251-4923.
Property owner/Authorized Agent Signature Project Manager Signature
Date --`--/Expiration Date _
cc: John L. Pierce, PO Box 1685, Ja sonville, NC 25540
Noelle Lutheran, DENR-DWQ ilmington Regional Office, 127 Cardinal Drive, Wilmington, NC 28405
CESAN\' Form 566
1 OCT92

0?0? W A ??9QG
r
> r.,l
o <
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 2, 2004
CERTIFIED MAIL: 704 0750 0000 5300 3754
RETURN RECEIPT REQUESTED
WETLANDS 1401 GROUP
SEP 1 4 2004
Cherrywood Developers
c/o Betty Bullock
P.O. Box 1685
Jacksonville, NC 28541
WATER QUALITY SECTION
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Cherrywood Subdivision
DWQ Project # 04-1268
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 V
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: ri, .
Lil lette ande - ? ngineers Wilmington
Darlene Anderson - Onslow County
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
None hC 1
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper VJL L ar0 na
Natmallil
® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Dorney
Division of Water Quality
FROM: Bennett Wynne
Habitat Conservation Program
DATE: August 27, 2004
WETLANDS 1401 GROW
AUG 3 1 2004
NTER QUALITY SEC;T10t
SUBJECT: 401 Water Quality Certification for Cherrywood Developers, Inc.,
Catherine Lake, near Richlands, Onslow County, North Carolina. DWQ
No. 041268.
The Wildlife Resources Commission has reviewed the project for ' acts to
wildlife and fishery resources. A site visit was made on August 25, 2004 continents
are provided in accordance with provisions of the Fish and Wildlife Coordination Act (48
Stat. 401, as amended; 16 U.S.C. 661 et seq.), Section 401 of the Clean Water Act (as
amended), and North Carolina General Statutes (G.S. 113-131 et seq.).
At this time, the applicant is proposing to fill 0.31 acre of wooded, riparian
wetlands associated with Grassy Pond Branch for subdivision access road construction.
Yet to be developed lots occur along Grassy Pond Branch and Spring Branch and some
lots are platted over isolated natural depressional wetlands, so the potential for future
requests to fill wetlands appears to be significant. Riparian wetlands offer excellent habitat
for a variety of wildlife species and depressioml wetlands in particular ovid a crucial
reproductive habitat for amphibians. In our opinion, both types of wetr ds benefit water
quality. Riparian wetlands provide important streamside ti&rs while depressional
wetlands retain, store, and treat stormwater ranoT Based on the project's potential for
future wetland losses, we recommend that authorization of the subject 0.31 acre of
wetland Al be conditioned upon preservation of all remaining wetlands (r4mrian and
isolated) on the tract by way of conservation easement.
Thank you for the opportunity to comment. If you have questions, please call
at [phone].
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 - Fax: [phone]
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WO Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cherrywoods Subdivision
Project Number 04 1268
Recvd From APP
Received Date 8/2/04 Recvd By Region
Project Type
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.
14 forested ! 4 Y © N F-- 19-(1) r C Nsw 30 502. 0.31 104.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
Triage Check List
F I L E C C
Dater Project Name: C ?\?rNL,_a0S S?.?c9ry? S? ??
DWQ#: o 4 1a G
County: 0 AA 6-
To: ? ARO Kevin Barnett
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Mike Horan
From: S1?Zv2 ??y P
? WaRO Tom Steffens
Ed WiRO Noelle Lutheran
?' WSRO Daryl Lamb
Telephone : (919) _?3 3 - 36'74
The file attached is being forwarded toyour 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
(R Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Ip Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
CA)
?`J 540rmwV Cvr-\(Rlr\s
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200301165 County: Onslow Quad: Catherine Lake
Notification of Jurisdictional Determination
Property.owner: Christopher Earl Collins Consultant: Wayne Ragland *4 A/J
1207 Decatur Road 120 Balsam Road
Jacksonville, NC 28540 Jacksonville, NC 28546 ??dy
Telephone Number:
910-347-9036 0 2
f" 4 12:-6 8
LAT/LONG: 34.8321 N 77.5677 W
!/?sFCT?in
Size and Location of Property (waterbody' Highway name/number, town, etc.): The 86.10 acre and 20.94 acre tracts are locaIefY/'/
off Westside Lane and Bannermans Mill Road, in the headwaters of an unnamed tributary to New River, north of
Catherine Lake, Onslow County, North Carolina. .
Indicate which of the following apply:
There are wetlands on the above-described property that we strongly suggest should be surveyed. The surveyed wetland
lines must be verified by our staff before the Corps will make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property, Corps staff will review it, and, if it is accurate,
we -strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a final
jurisdictional determination on your property without an approved survey.
X The wetlands on your lot have been delineated and surveyed; any placement of fill material waterward of the
flagged line requires prior Department of the Army authorization from our office. Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years from
the date of this notification.
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X The project is located in one of the 20 Coastal Counties. You should contact the nearest State Office of Coastal
Management to determine their requirements.
Please be aware that this property also contains non jurisdictional, isolated wetlands. Please contact the North
Carolina Division of Water Quality at [phone] to discuss the State's regulations and requirements for
these waters.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required.
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Jennifer Frye at 910-251-4923.
Property owner/Authorized Agent Signature Project Manager Signature
?'?--? BL?^L ?'" Jennifer S. Fag
Date _Wcad 31.-2m ---Expiration Date _
cc: John L. Pierce, PO Box 1685, Ja sonville, NC 25840
Noelle Lutheran, DENR-DWQ ilmington Regional Office, 127 Cardinal Drive, Wilmington, NC 28405
CESAN\' Form 566
I ocr92
FILE CCF?`
Office Use Only: -0 4 1 2-6 8 Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.
Processing
1. Check all of the approval(s) requested for this project:
[aSection 404 Permit ?
? Section 10 Permit ?
0401 Water Quality Certification
WETLANDS/ 401 GROUP
Rules
Riparian or Watershed B212004
Isolated Wetland Permit 2. Nationwide, Regional or General Permit Number(s) Requested:

WATER QUALITY SECTION
I ?-
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: chprr?
Mailing Address:
WETLANDS/ 401 GROUP
Jacksonville NC 28540 `V.
WAFER
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 T.- Pi Prc,.P
Company Affiliation: John . Piprc-p R. A. soci n tPC P.A.
Mailing Address: P.O. Box 1685
Jacksonville, NC 28540
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:[e-mail]. rr. com
t4)/
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: Cherrywoods Subdivison Section IV, V, VI & VII
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0190106949 9
4. Location
County: Onslow Nearest Town: Richlands
Subdivision name (include phase/lot number): ChPrrvwoods Sections IV,V,VI & VII
Directions to site (include road numbers, landmarks, etc.): From intersection of NC Highway 24&
US Highway 258 and NC Highway 111, travel West along NC Highway 111 for approx.
2.5 miles to intersection of NCSR 1222, travel along NCSR 1227 approx. 0.8 miles
and project is on ;the l
5. Site coordinates, if available (UTM or Lat/Long):34degr s 39' 0"/77degrees 33'43.4"
(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): 108.71 a s
7. Nearest body of water (stream/river/sound/ocean/lake): New River
8. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: vacant wooded land
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
S' le=famil` residential development; roads to be min. wid rT-equred by
NC Department of Transportation. tan ar grading equipment to 15e used
t rnua niit cita_
11. Explain the purpose of the proposed work: Tn rip-,,P1 nn -,i tP ; n Ord r to sell to
sinvlP fnmilW bomes.
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 Engineer, "Notification of Jurisdictional Determination"
Ac t i nn T_ D_ Q00'101169
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.
N/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
1. Provide a written description of the proposed impacts: Minor grading & filling of
Wetlands for road dossing
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 0.31 No 0 Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 13.04
Total area of wetland impact proposed: 0.31
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 104
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name
Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Roads were strategically located to cross a wetland area of min. width.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
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://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
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.
X.
Environmental Documentation (required by DWQ)
Yes ? Non
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
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 ?
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 V
Yes ? No ]0K If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NA
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.
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 a case by case basis.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No a
Is this an after-the-fact permit application?
Yes ? No 9@
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).
ealmae5?
Applicfint/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
041268
To Division of Water Quality
401 Wetlands Unit
1-6-50 Mail Serviee Center
Raleigh, NC 27699-1650
WE ARE SENDING YOU
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
? CHANGE ORDER
letter of transmittal
DATE JOB NO.
July 28, 2004
ATTENTION
RE:
Cherrywoods Sections IV, V, VI & VII
? UNDER SEPARATE COVER VIA
? PLANS ? SAMPLES
THE FOLLOWING ITEMS:
? SPECIFICATIONS
COPIES DATE NUMBER DESCRIPTION
7 Sets of plans & "Pre-Construction Notification
Application Form
1 Check in the amount of 200.00
1 Co of wetlands map & "Nortjfi(-_.qtjr)7?j of
a t4
harig
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-
-
-
Determination" from US Army Corps of Engineers
X'4 W
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.WrjjCK UALITYSE

THESE ARE TRANSMITTED as checked below:
? For approval
? For your use
? As requested
? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? For review and comment
? For bids due
? Prints returned after loan to us
REMARKS should you need any additional
information, please give us a call.
SIGNED z ?--?
1
cc: MS. Jennifer Frye/US Armv Come „r ,-
utnu~r nESISTANr (eudc) ~RIFl STORM PIPE DATA
FA9eC OR EQUIVALENT SECURED TO WIRE RATIONAL METHOD: Wlnl METAL cups GR N1RE Ar e' Ofi' N TR 1 CONSTRUCTION SEQUENCE OF EACu cFCrrON 5ihs
O=CIA O=(0.40X8.0)(A) Q=3.2(A) 12 GAUGE 4'X4' OR 2'X4' NEIDED WWIE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS, OR FASTENED 1. OBTAIN PL
To CEDAR oR WaoD PosTS PATH No. a sTAPLES. PIPE AREA(AC) Q RSLOPE LENGTH(FT} SIZE(IN} 2. INITIATE t 1. OBTAIN PLAN APPROVAL. 2. INITIATE CLEARING 6 INSTALL CONSTRUCTION ENTRANCE, GRAVEL, 6 RIP-RAP FILTER BASINS,
A 3.68 11.78 0.50 38 24 & INTERCE MAXIMUM SEDIMENT STORAGE LEVEL. RF110VE B 0,67 2.14 0.75 77 18 ° SEDMENT WHEN THIS LEVEL IS REACIIEO 3, BEGIN STR & INTERCEPTOR DIKES ADJACENT TO DITCH, Z
OR AS DIRECTED BY CONSERVATION INSPECTOR. C 0.60 1.92 0.50 38 18 UPON DPEP 3, BEGIN STRIPPING SITE & EARTHWORK, INSTALL ROCK DAMS ~ SEDIMENT TRENCHES IMMEDIATELY UPON OPENING OF ENTRANCE, ALSO INSTALL CONSTRUCTION ENTRANCE,
D 2.57 8.22 0.50 39 18 4, INSTALL C E 2.02 6.46 0.60 49 18 D.S. RIP-R~ 4, INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL, UPON COMPLETION, INSTALL U.S. & ~
F 2.59 8.29 0.50 40 24 D.S. RIP-RAP 6 BEGIN PLACING FILL OVER PIPE, ELIMINATE INTERCEPTOR DIKES. ~ 5, MAINTAIN STRUCTURES DURING CONSTRUCTION, /
G 0.84 2.69 .0.50 78 18 5, MAINTAIN ' ~ 6, STABILIZE 6, STABILIZE SLOPES a DITCHES AS THEY ARE BROUGHT TO GRADE, / / ~ Q Hwy ~
$ H 3.20 10.24 0.50 43 24 7, REMOVE TI I 5.22 16.70 0.50 41 24 7, REMOVE TEMPORARY MEASURES, Qi ~ rrr / ~P ~ N
~ ~ J 4, 3 13.86 / 3 0.65 80 24 / ~i ~ / Oi /
j ~ K 0.84 2.69 0.65 80 18 ' ~ L 2.26 7,23 0.50 38 24 / ~ ~ / ,o / F~ tip'
~ i ~ M 0.40 1.28 0.50 78 1 B / ~ I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS / ~ /
~j ~ ~ ~ N 1.71 5.47 2.95 78 18 I, JOHN l ' ; ~ ~ ~ 0 2.96 9.47 0.50 40 24 DRAWN U DRAWN UNDER MY SUPERVISI N F / S' / NgNITY MAP -NOT TO SCALE 0 ROM AN ACTUAL SURVEY ~ ? G /
~ ~ P 2.60 8.32 0,50 40 24 MADE UN MADE UNDER MY SUPERVI I SON (DEED REFERENCES SHOWN \
0 0.72 2.30 0.50 49 1 ~ ~ ~ = e HEREON - R 2.41 7,71 0.50 38 24 HEREON • THAT THE BOUNDARIES N T R \ / / 0 SU VEYED ARE
_ \ ~ / ~ _ S 0.93 2.98 0.50 78 18 ~ CLEARLY CLEARLY INDICATED; THAT THE RATIO OF PRECISION \ EXISTING ROAD
~ ~ ~ _ ~ WALNUT PLACE, SECTION 3 T 41.00 31,20 1.00 •62 66 x 51 AS CALCI a0• i ~ M.B.34, P.139, ~ AS CALCULATED IS 1:10,000+; WITNESS MY \ - - - -
~ - ~ al ~ ORIGINAL ORIGINAL SIGNATURE, LICENSURE NUMBER ANI~,~ n,,,
EIS ~ SEE DET L THIS_~:~ s ~ ~ THIS_~n _ DAY OF , 2U''~ \ ..i,
- Q~.',~~ Oti •.9 0:.0 \ \
° r _ ,WALNUT PLACE, SECTION TWO, '2:Q ~ ~ \
~ M,B,30, P.86, SL. G-274 J N L. JOHN L. PIERCE ,L.S. L- \ 2596 0•
- - EIS ~
~ AL 19.7 ( 8• 21.9 r v su Q,,~ \ / 0 ~ ,,tip L. P
_1_ CARRY APPROIONATELY 12 OF FABRIC INTO TRENCH, 3.0~ .6' ~ ~ f ' -COVER WITH SOIL AND TAMP BACKFlLL
8.' J 3 ~ I zo.1' -CARRY 6' OF WIRE INTO TRElICH. EIS r3 \ \ , RECOMBIDI?~T10N OF LO 50 MIN.
2 MINIMUM ' I I 49.7' C/L G OF W NUT P ~ 36 do 37 \ g" ~ LACE (M.8,25, P.18 do ~ I LENGTH
_ 24. BASS - Y PO LOT 0 OF WALK ~ UT PLACE SET C.2
~ - ~ ~ 8R ~ ~ 21.3 AN METAL, CEDAR OR 4 XL TREATED W000 P05T5 AT B C - ? RECORDED IN M.B.33, P.229 Rl
OFF CENTER MA1aMUM. CEDAR AND WOOD POSTS SHOULD ~ BE 3' DEEP MAIMUM. / ~ ~ ~ 18.2 650 ~ 0 / ~ • ~ CONSTRUCTION
i ~ 1 b` \ / ~ ~ ENTRANCE
- 5 N / / ~ PROFILE
~ o• 59"W r ti / 1j?•23' : r3 / \ , ~ 12 MIN.
RADING NOTES: : N 30' O.dcU.E. / i \
LIMITS - : Lp boo ti
1. SE A K : FR T- (TYPICAL) , TB C S ON 20, SIDE STREET-20'; SIDE-B'; _ ~ ~ ~ ~ ti ~ \ PLAN VIEW ~ ~ / .0'05" i \
REAR-15' OR AS SHOWN HEREON ~ r ~ 65 0' o~ 583 p0, \ r3 615• STABILIZED CONSTRUCTION ENTRANCE D 5
2. ALL EASEMENTS ARE 20' ORAINA ` 404 ET ` GE AND U1ILITY UNLESS 52 ? ANDS ~ ' ~ d OTHERWISE NOTED. ~sq.o tS,n~ _ ~ ~ .
t\ a. I 3. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED. w ~ ' ~ NOT TO SCALE ~ \
$5 ~ I , A , 4. ALL RIGHT WAY INTERSECTIONS TO HAVE 20' RADIUS AND ~tsw - b ~ ~ 1 ~ • LEGEND
PAVEMENT INTERSECTS TO NAVE 30' RADIUS. - 1?~ ~ ~ S6' •8 ~ - I ti •3 / 5:15 I 6.2' \
5. TOPOGRAPHIC SURVEY PROVIDED BY OWNER• `0 ~ - 4 / t 6. ALL CUL-DE-SAC WILL HAVE 35' BACK OF CURB RADIUS. a3 1 t r ' 1 EIS =EXISTING IRON STAKE
( 9 ~6 0 7. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS, ~ = 36 0 3~ 1 EIP =EXISTING IRON PIPE 16~' ~ IFE, 1 o W 1 ' SIS =SET IRON STAKE
8. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT ~ ~ ` - Z ~ I _ ~ ROWN 1 SPK =SET P.K. NAIL R, B 1
`1 _ STREET INTERSECTIONS ACCORDING TO STATE STANDARDS. 9. LOCATED IN FLOOD ZONES "C" AS PER FlRM ~ 6g ro ~ ~1~• y p,MIN N 1 \ E.P.K. =EXISTING P.K. NAIL i ENS ROW 1 = IHT F AY a B B 1 R/w R c o w
(p \ ~ 88.E j ~ h ~ , • ~ ~ MAPS #370340-0155 C WITH AN EFFECTIVE o ~ pTSY 332 E.C.M. =EXISTING CONCRETE MONUMENT s P 1, p.
DATE OF JULY 2, 1987. ~ ~ co ~ e~ ? ~ ~ ~ - I~ 48 g,49 O.dcU.E =DRAINAGE dt UTILITY EASEMENT D 1 MBL =MINIMUM BUILDING LINE
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY S I N - . ~ ~ ' u, ~ 47 2C~ t` oL 5 I, ea Wh ( 1 1 \ - -
CONDITIONS PRIOR TO CONSTRUCTION ~ S:ISWALE ~ r7 do CONTRACTORS E. JEROME VENTERS, JR & WIFE, o ~ ~ / 44 b~ IN i~ Q() RESPONSIBILITY TO COMPLY WITH N.C•D.O.T,'S ~ ' I ` -E-- -OVERHEAD ELECTRICAL LINES ~ ~ ~ ~ ~ = SECTION LINES
PHYLLIS B• VENTERS ~ / ~ , COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION, -ss.o ~ h i ~ \ S.T. = 10'x70' SITE TRIANGLES
D.B.597, P.367 ~ m / 11. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCH A - ~ ~ i r i \ 1, ~ =GRADING LIMITS l9 ~ ~
SWA AN ES ND _ 20' M ~ ~ - , - a = ~ + ' ~ ry 43 LES D TO STABILIZE SIDE SLOPES PER g0•4 90.0 9.: 9 .0 7, •r THE STATES EROSION CONTROL SPECIFICATIONS, SURVEY ALONG - 2 ~ ~ 1 =TEMPORARY SEDIMENT TRAPS i
12. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. ~ ~ , ~1 ~ ~ / = RIP RAP CHECK DAM
OF OLD LAKE ROAD 13. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 20' MINIMUM ~ , ~ i ~ / = PROPOSED ROAD DITCH
BUILDING SETBACK. N • • - • - - • . - , • , 4 t *1' 4 ~ ~ i ~ * 10~' ~ Yrn~' I ® = RIP RAP APRON ~h ~ ~ 1
~ N 100.0 ~ rh 14. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFlCE ~ 90.0' AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT ~ j 90.0 90_0_ _ _ _ _ _ _ _ 1~ ? ~ BRO 1 ~ = RIP RAP INLET PROTECTION ~ S MIN R, 1
ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. x ~ - - - - - ~ MBL ' ~ ~ ' ~ X16 ~ ~ ~ ~NJ~ WN 111 Iv ~ B BRO R
~ ~ ~6 t TEMPORARY SEDIMENT TRAPS ~ SWALE ~ ~ \ Q TSY 48 PA p.6
41 8.758, ~ k o D•
m 54 ~ 5 ~ W ~ ~ o• , TRAP WIDTH(FT} LENGTH(FT DEPTH FT J a ao D° 5 Q 59 ~ \ \ 1 O N ~ o o n 1 ~ •s J a ~
b 1 1 15 24 3 h y W. T 2 15 24 3 o ' • 89 To° ~ 60 \ ~ \ . ~ ~ ~ 11
3 15 56 4.50 b N - 7D~ ~ ~ ~ ~ \ E, WIF
4 20 76.50 5 w 5 20 N 7t y. ~ F 81 5 11 74.0, 1 ~ F~, gRO
6 15 20 3 ,0 90.0' 80. ~ AS IS OU~~ WN ~ ~ S. D gRO
7 15 30 5 1 g 9 ~0 W1 8 20 81 5 9. ~ A 105.0' • pUr?E .a~ ~ 1 ~ 9, P ~ 1
• ~ o. 9 20 4 35.8 ~ 5 5 ~ 75'0 ~ 9~~ - Q\ ~ o. ~ .B•~5 i 1 o~ F o D , 1 'o ~ 1
10 15 19.50 4 ~ .o0 75'28'40" 0 : _ 5 ~ , ~ ~ . - ~ o. : - 11 15 30 4 ~ E
, ~ 6 . , ~ 1 - - - ~ N 0~ 20 fi7.50 5 , WIF ' ~ ,vE 1 13.9 ROWN ~ pR
. ~ 4 13 15 45 4 65 0 ~ - a ~ 39 ~ ~ EN B , L i S AI-1' ~
14 15 17 3 ~s _ sasw % ~1 ~ = cP 15 15 40.50 5 x tswALE ~ ~ _ ~ - ~ 5.5 DO ROWN ,
~ - Bl- 3 ~ e~ 16 20 54 5 ~ MIN.too' ~e • ~ ' N R 117 s R _ ~ ~ ~ 3~ ~ ICE g 25 ~ 1 AI- .3 Q A g1, P 1
123.8 18 15 20 3 ~ 118 ~ri-. , . , 105.0 • • • ~ 1 ~ 1
19 20 66.50 5 - 'r; 11 ~ v = - ~ '1 i 7 , 1~ :1 ~ 3 i
5 ~ - ~ • 21 20 45 5 ~~d, 9 ~ ~ 1 1 ~ ~ ~ ~
, 22 15 25.50 4 ~ ~ ( 1 SWALE 0.0' 98. ~ , 58 00 ~ ~ ~ tios ~ ~ IS WIFE ~
23 20 76.50 5 - >r 1 5 \ \ 9,31 . _ - _ _ - ~ ~ ~ 1 ~ III ~ RMER' ER ~ I , • , F A p,RM WETI~IVD$ i 401 ~~ROUF
74 g 1 25 15 22 4 , ~ ~ ~ ~ ~ 1 4 PNIE E. F 1$ 2 D RIE a1
7 0 26 15 24 4 1 ~o ( p ~ , o r A p.3 1 , 1 ~e 7 ~lr 660 ~ / 1 , .
N ~ 73 27 20 79 5 op 28 15 24 4 1 ~ ~ 2' 9 a m 71 0~ 2 , r D•B IVE SEP 14 2004 1 r i IFE, (D=, DR
~ 29 15 17 3 a 6Q ~ ~ ~ - 6~w'^~ •0 1 29 ER i ~ r ~ IT PK t~ , - , ' , M WH WArEP QllALIrY 5k
30 20 42 5 ro 10 ~ ~o 31 20 67.50 5 ~g0 ' O ~ ALE ~ 1 ~ 1 , ~Elp, Gl'IO~i ~ r R1 WI ER
32 20 76.50 5 ~ ~ ~ ~ .too' 7 1 rn. r I P OBE IT AK 36 _ zs. ~ R WN
33 15 40.50 5 dz 8. 34 15 5 .1 2 4 182. ~ .4' --415-x- 0 .i 8 = / 0 1 = 1ST 53 ~ ~ ~ CNR P • 4
35 15 50 5 7, SWp ~ , Mgt 1l•
36 15 25 5 4~- -92-~ , •o - 0, ,1N 37 15 17 3 ~ 19.6 79 4 ` - v. 'o.l 11' 1 ~ N 6 m s - ~ ~ X30 1 N N mbo ~ ,r
38 15 25.50 4 1 b• b ~ b5 , M ~ •o V - ti b / 1
39 15 60 4 ~ ( ~ ~ SWAL ~ v ~ i'' ~ N 111 , ~ 1 ~r ~ ~ 37.3' X110
40 ~ aD O 20 43 5 I e3 ~ ~ 81 a• • ~ 41 20 76.50 5 182. ~ 84 N N • ALE , S E 8g0 ~ ' WOOD .K'~ ~ ,
42 15 30 4 x o 83 R 19• 1N ~ 0 2' . P R~ 4, L 1 ' ~ 1 HE 22 ~ X29 ~ • 0 1 00 ~ O 4 P- 1
43 20 76.50 5 I g ° BSI ' , ~ 44 20 41 5 122 a~ 0 12 s:lsw P~~ ' • ~ 0 5;. B. ~ ~ ~ 132 92 M• 1 1 31 ` ~
45 20 7 ~ Mnr,1 0.50 5 Q R-' 1 94 ~ 128 ~ / ~ . ~ IN SEE SHEET 2 OF 20 ~ ~ ~
46 1 ~ N ~ o 47 20 85.50 5 I SN ~ . ~ , A•~, ~
1 2.4 I I 3 182.4 85 ~ _ ~ ~ „ M0~ ~ 180.0 48 20 70 5 ~ ~ Oti,O 20 o a w, MA LINE SEE SHEET 3 OF 20 19. t I _
_ 55.7 ~ ~ S . 9 m 49 15 44.50 4 ~ . ~ 50 20 85.50 5 0 " 3 ~ 4 j . • 0' p° m 1 i s SKETCH-PRELIMINARY MAP ~1 ~ m -6' ~ • ~ ~ I A PAN
51 15 vi s: sw o 111 I, , ~Oti ~ 92 24 3 ~ .IDO' ui ~ ~ ~ ' c . 1 ~ g v+ _-68 GENERAL GRADING & DRA N GE L
52 15 22 4 aD ~ 62.0 d 1 500•, ~ ~ 53 15 42 4 / ; ~ 3 ~ 1 ~ , 1~ . - - ~ SHOWING
54 15 22 4 w 8 ~ - -182.4 ~ ~ m 1
` V. 8.311] ,c, ~ ' 1 o N _ , SECTION III-B
35 \ w 124 a ~ o , ~ , .I 86 4~8 ~ 89 0 1 ~ . ,e' ~ CHERRYWO S f f f 1 'o ~ > - ''b'"~ .44 P.2 4, SL.K-1690 37.9 M.B i PREPARED FOR
• ~ • ~ .
I ~ J ~ / Z ~ 88 ~ 97 ' o 182.4 182.4' o, ~ ~ ~ o , ~ ,t'~yP'I S . ' 16.0' i
U 0~• ~ ~ 3~, ONSLOW COUNTY, NC a~0 ' ~ 33.2 fb RICHLANDS TOWNSHIP,
o I ~•--~c~ v s ~ 1 ytS 9 17n PREPARED BY
0 ° w1 O9 a M ; o I ui w; I V) o JOHN L. PIERCE & ASSOCIATES P.A.
o co MATCH LINE SEE SHEET 2 OF 20 125 w 0 1 a w 2 25 w:..A= T. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
182.4' 182.4' 44.0 23.4 99 o, 00 t0 / " c 961 s 0 17 3a6 4 a PHONE: [phone] DATE: APRIL 21, 2004
MATCH LINE SEE SHEET 3 OF 20 1, I mff. -7 nm- I I 101 92 0 ~1 3 _ 9? - G ADIN 5.0' SCALE: 1,~- 200 F.B. 570, PG. 49
/ ~o g6 7.0. 7.0 E. JEROIJE VENTERS JR ~ 1 m a 1 O$ 2.0 do WIFE, L 102 6 JOB #991381 FILE NAME: CHERRY DEVELOPERS
o o o PHYLLIS B. VENTERS of rn rn ~o rn ,p g00 T L S 21
D.. 97 P 104 B 5 .367 ~ ~ 0 10 iD• ~ ~ 1 2.4 182.4 0 cr 211 0 1 QTY CAL) 17$ s. GRAPHIC SCALE 3 a4` 1 6' REVISED 8-21-04 wSED -10-04
104 106 05 e cr 211 cv OWNER REVISED 9 o t I 100 0 50 100 200 400
~N CHERRYWOOD DEVELOPERS, INC.
27 07 P.O. BOX 1685 JACKSONVILLE, N.C. 28546 15
PHONE: [phone] ( IN FEET )
1 inch = 100 Et. SHEET 2 OF 20

+ i ~ 1 ~ } j } I ~ 28 31 32 ~ . ~ CH LINE SEE SHEET 2 OF 20 ~ ~ ~ 1 r ~ ~ ~
eO r Q w W /
e, / a ~ 'T H LINE SEE SHEET3 OF 20
~ 0,0
9 ~ ~ u
m ~ 92 •r
0 1 ~ ~ Z ~ 0 4 ~ 3' ~ i ~ `2 3 ~ J
~ , ~ t)1~ i~ , - / d~ ' J~ / c `p
- ~ ~ ' a q„ N ,i ~ ~ I 4
W •J $ e' I III-B / u 3 ` , , . ~ . ~ 7• , - WOODS SECTI , W ~ ~ o 3 9 CHERRY , _ 90
24 b • : c ~ 86 gg ' o ~ ~ a~ ~ S.Y. ./.i' 24, SL.K 1 NJ'
I ~I ;n 1 ~ o 1 ~ • M.B.44, P. ~ 1 0 1 o e o - ~ ts.o' ~ X22 0. ~ 0 33 ~ 'l ~ ` /
i I 88 ~ I' 2 • : I 182.4' 0 ~ c~ o '
~ J r I o~. ~ , , Z= ti 87 ~ 98 ~~6. - ~
b'1 ~ 8Li jL~ 5~. ~ ' I -'d Wi l
125 I ~ 101• 99 ~N ~ e 2. X25 X24 } i w ~ ,g 1
ee , MATCH LINE SEE SHEET OF 23. ~ ~ X1.0 ~ 82.4 162.4 0' •o. 00 6 ~ ~ . . X / gsi s.T. 177 i6, - ~ /
~ /V -
101 ~8 MATCH LINE SEE SHEET OF ~ 7.o a ~ ge• , 1 a--e' /
/ o ~ o ~ 108 w 10 0• pR ~ , 2 , 21 _ \
E. JEROME VENTERS, JR & WIFE, ~ , ~ o ; rn , ~ ~ ~ ~ p i'' 1' rn ~ 90 04• PHYLLIS B. VENTERS - °I I I° ~ ~ EP , 6 ° 1 ~ 176 ~ o. 4 364• 1 6'
D.B.597 P.367 1 2.4 182.4 ~ 0 11 ~~1 / 1 ~ 1 0. o l /
$ 105 104 $5• ~ a .I O6 a ~ 1 27 ~ I .1. 1 O .o .0 1 1 P WP / ,
~ ~ 'o I'' I I 107 1s 5° ~ ' 2 ~ SE / G~` \
5:15NIALE ' - ~ a a ~ MN.100' , ~ ~ ~ ~ C~. 92.0 9.0 ~ 175 PJ / ~6 ~ t ~ ~ ~R OF ,
- _ J `I _ 20' MBL_ - 29 f 105.1 a p2 ~ \ ~ \ 0' ° m, 362' E / r1 i 62.0 ~ o ~ ~ w X10 2 ~
181.6' 1+:x$472 ~ ••n ~ ~ \'o:'~ \ , 85.8 - e ; ` '01 G 165 17 1 = t~ SE ~ 8 S ~ ,
~ r 20 \ 1"13• 'J 113 ~ o o r OO S~' ' o'o. - ~ / 25, ~•~-------------WETLANDS PREVIOUSLY
_ r _ ( 1 ~ g.o I RR Q 2 d'
::.z 2 1~~~~-;.-. - 1 20 0 s-.;..x:n. 1 115' \ \ 20 ~6 ' 7 ~E ~ \ ~ } APPROVED BY U.S.
90.0 .0 0.0 126 ~gg1. 132.0 a ~r -,e ~ ~ ~ CORPS OF ENGINEERS 7 > ~ i ~ , 1 ~ ~ ~
.9p 17 20' MB :I 2 ~ ~ > ' ~ 15NAtE \ ~ J ~ ~ 2 ~ ~ ~ (P ~ ~ ? 1t-4
I N 196 \ o ~ S / ~
~ ~ ~ ~ e~ ~ I cn \ 119.9' 1 ~ ~ A , „ ~ 20 20 5Q 8 al' ~ M ~ I 20 i I ~ ~
-g I 195 \ a~ 132 z I .1 I ~ \ F ~ I ~ ; ~ 173 , , r ~ ,,d
e'' ~ ' °j ~ \ 131.• ~ ~ - 1 0 ~ -_e ~,5 ~ I I I SIS a-
N V . 1.9 0' / n ~ \ e" 1 I h . 84, 43 2 ~x~ h 136.4' \ w m I 285, 2' ( } 1'• . I 10
ao o 1 44.7 p n I 3.7 ~ ~ r ~ \ ~ r i. ~ r
EIP e~ - ' J 199 I . ~ ~ . s - -
~ ~°n~'oe ~ , ~ ~ _ 4 ' 9°°- 197 ~ ~ 20 206 206 s: s ~ o -::j~? N.1 0 gyp ~ ~ \
I ~ ~o, - ~ 53. ' r S gR ~o, ~ `Ng ONO
404 WETLAND-~--t-- - - / I I 2 s,e, 1 g8 •x' o '''~o I , : R 5
~ J&~~, ~ 9.6 ~ ~ •F \ " - ~ ~ v
" ~ 205 • N ~ ~ ` APp 19 1o1.e' 205 F ENV ~ - t-.. ISM ~ O
• ~ 7 BARRY LUSTIG & ~ ! ; s , 182 ? I s: _ - - ~ ~ ~ ~ ~ z 2 ' ~ 0 D.dcU.E. ( ~ \ ' i
DOREEN COUSER ~ , , ~ p I ° 1 8 233 ~ , ! G ADING eo ~ A ~ ~ 6.0 •3 23. i ~ ~ 9 Leo ~ .
0.8.1831, P.9~7 ~ ! ' ! f!1 3 H 146.7 87,0' 1 ! MITS ~ sry N o s7.o' 1
! ~ P s8.o , aT 0 A Z n ' S
N M ~ ~ ro $ 1 ~ 87,0 5.9 y'S. ~.s' g'~, ~ 171 - o o ~ ~ 18 ~
~o , s es ~ o . e ~ ~ 192 ° 42 ~ ~ ts. ' 2 sa 5 I ~ 191 ~ 18 ~ / ~ o , ~9 : ~
11 ~ o c
X16 l • - - ~ 1 ~ a s:,~w ~ - ~ 87 0 ~ / ~ b~ 4 T -n '
pI ~ 3. _ • . -p~ _ _ ~ 186 ~ J r I ON 1 ~ / = r I SEC11 ~
\ 80.Q ~ W ~ ~ ' i8 I ' W N 2 m^ 139 •o' - ° 85 $ .A DS ,1652 ~ a? 17 ~ .s-_ YW00 ~.K
4 ~ ~ 87.0' _ 11 ~ ~ / +c ERR 25, S ~ o• CN p.2
4 ~ 13 f14 100' 181 ~ ~ - , - ~ _ n ~ ~ _ .3 . i fie. I g,43, i 8
_ i ~ 37 - - - - ss. ~ - 1 - 12 ° , - , oo I i
o. - .4 gs~ 85.0 ~ X15 00' 13 ~ ~ ~ 1 - 20.0 , • ~ . ~.4 / i ./i ' 0• _ ~ e ~ 169 ,r ,
~ 160 _ _ - - i J , 'f
• 16 ~ - 1 .J•. d \ ~
TH ' " 7 d~ 1 s \ .T ~ ~ ,
100.1 1 ~ 1 ,e, ro _ 0.0' 90.0' \ Y: _ 90.0' ~ 16 ~ e6 ~ ' ~ l31 ~
n ~ rn 20 MBL o _ 'J.' 15W p 9 ~ ~ ' IN. 20 e~ o \ 1 ~ / 0 32 ~ ~ / l`/
tp ' ~ • ~ t m^ , 2 ~ - ~ ~ 6 16 ~ RQ
~ ~ 19 11~.~,. ~ ~ ~o e~ ~ ~ ~ 0' 8 6 e~ i ~ / ~ 5 ~ /
I \ > 00 ~ ° Mg \ ~ 165 16 ~ , 4 I 16 N 2 ' ~ ~ ~ 5
~ 11 • ~ W ~r 4 ~ ~ a 11 ~ ~ ~ 1p, »5 E ~ ~ OC1 ~ 1 ~1 Q
EIS e. la,~ . til 1 ~ \ ~ ~ 3 - X30 ~ 5~ \
~1 l ` ~I ~ ~ ~ co o ro n \
r ~ ~Io: N 154 c
a 5 \ \ ~ W 3 8. ~ ~ 15 0
~ 2 ~ s5 n ~ 21 p \ \ U1 1 ~ ~ OI U ~ 1 /
w V-! 156 fr 1 / ~ 25. ' RID o rY-. ~ . ' ~ ~ / ~4. ~ . / _ , ~ 4.1~ ~ 5~~,g2
a e, ~ 1 0 I ~ 1: ~ ~ m ~ O 2 1 7 ~ / , ~ ~ ' \
,r~'.::.\ ~rw, w 9 29.7 ~ ~ / '5516 .r`'`te ~4t ~ ~ Z o - N g6 53 PROPERTIES .5516
r l r; ~ V I ti ~ : d~ D.B.811 P.597
t 152 a I, ~ I WANDA LYNNE STARR ~ ~ ~ ! ~ D.B.125O P. 206 I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS x
~I W - - j 14 ' ~ HUSBAND, JOHN - ~ ~ _ ~ + DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ~
\ - .6' MARCUS STARR III > >g ~ ~ S ~ 1428, P,732 M.B.35 P.142 HowN + MADE UNDER MY SUPERVISION (DEED REFERENCES S x
HEREON ; THAT THE BOUNDARIES NOT SURVEYED ARE b
5 - 2 G S do is g SS AS MENT CLEARLY INDICATED; THAT THE RATIO OF PRECISION x
E / .1' 9 . AS CALCULATED IS 1:10,000+; WITNESS MY d 4l M%
A°° ~ ~ N M. STARR do WIFE, / ~,o ORIGINAL SIGNATURE LICENS ~+~~Id BER AND EAL m ,
. THIS DAY OF C_ 20 - - `s , ,OF 0 ..'L .A
8.43, P, ~ • ESS1 ~ ~''s b yy'•.~- cr
a • N - _';'--~~L--S-------------
/ oz W o 11i , 658, 4 e9 DIR s~---- JOHN L. PIERCE P.L.S: t~269~6 04:
~ AO) 5 NO A `tio ~c':•' fir;
E -,••..sua~. 1 ~ • ~ l`~.
8g.o C E GAN HARRY F, DEAL do WIFE, WES . n+"'
0.8.312, P.637 ' pTCH $yo \~a M
HEET
SKETCH-PRELIMINARY MAP
GENERAL GRADING & DRAINAGE PLAN
LIN MATCH 2 OF
1 OF SHEES
LEGEND
f ! f
EIS =EXISTING IRON STAKE EIP =EXISTING IRON PIPE PREPARED FOR
SIS =SET IRON STAKE
SPK =SET P.K. NAIL 1 •
E.P.K. =EXISTING P.K. NAIL R/W =RIGHT OF WAY RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY
E.C.M. =EXISTING CONCRETE MONUMENT
D.dcU.E =DRAINAGE do UTILITY EASEMENT MBL =MINIMUM BUILDING LINE TRACT DATA: HN .PIERCE & ASSOCIATES P.A. JO L
--E-- =OVERHEAD ELECTRICAL LINES TOTAL AREA = 108.71 ACRES 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
=SECTION LINES AVERAGE LOT SIZE = 16,200.00 S.F. PHONE: [phone] DATE: APRIL 21, 2004
S.T. = 10'x70' SITE TRIANGLES TOTAL NUMBER OF LOTS = 180 SCALE: 1"= 204' F.B. 570, PG. 49
= GRADING LIMITS LINEAR FEET OF STREETS = 10,469 LF JOB #991381 FILE NAME: CHERRY DEVELOPERS
=TEMPORARY SEDIMENT TRAPS TYP. LOT DIMENSIONS = 90'X180' OWNER GRAPHIC SCALE REVISED 8-21-04
w. _ oio o•o nurnv n•u MINIMUM LOT S17F = 15.000 S.F.
y} rmr- nnr- ~ncvn umm WATER =ONSLOW COUNTY THIS IS TO CERTIFY THAT THIS PROPERTY IS NOT LOCATED PROPOSED ROAD DITCH WITHIN A 100 YEAR FLOOD ZONE ACCORDING TO F.E.M.A. CHERRTWODU ULVtLU tKS, INU
SEWER = PRIVATE SYSTEMS MAP 370340 0155 C WITH AN EFFECTIVE DATE OF JULY 2, P.O. 80X 1685 100 0 50 100 200 400 JACKSONVILLE, N.C. 28546
® = RIP RAP APRON DISTURBED AREA = 93.4 ACRES 1987 PHONE: [phone] ~wv_
= RIP RAP INLET PROTECTION TAX MAP # PARCEL #
( IN FEET )
1 inch = 100 ft. SHEET 3 OF 20

\
DITCH TO BE LINED WITH
CENTIPEDE SOD
1 50 OR 60' R/W \ ~
~ 1(-
5 ft ~ I 1
MIN / ~ ~ ~ f ~ ~s s 1 1
- 35 RADIO us ,ADI ~I a 18' OR 20' PAVEMENT f3
I ENT I ~ p pVEM 1800 cu ft/acre i I iEMEN SHOUTAER " 2' MIN. ~ 1.~ 1/4 PER FT. MIN. 1.~. vAOTH As
S ft MAX ~ ~ ~ \ / / REQUIRED 3:1
.I / ~`1 3`1 DITCH DETAIL
0 ~ No. 57 STONE ~ NO SCALE
MINIMUM 1 THICK ~ I ~ ~ SLOPE TO e' COMPACTED STONE
1 NATURAL GRADE 1 1/z' SF g SB
FILTER FABRIC ~ ~ COMPACTED EARTH SUPER PAVE 6"
25'RADIUS ( ~ 35' CROSS SECTION 35'RADIUS EXISTING ROAD
6" BELOW SETTLED TOP v - v - - - -
DESIGN SETTLED RIP-RAP R/w WIDTH R A TAI 50'
~ RFIL 6" R,c,P, 6' TOP ~ " OVE L CROSS-SECTION
~21 MIN I I ~ OR SETTLEMENT NOT TO SCALE S.T.B.C. OR A.B.C.
~ ~ I \ ~
R/W R/W PAVEMENT WIDTH
I j _ = 111=1 ~ 1=1 ~ 1=1 ~ I-~ ~ WEIR - _ - - - - I I ( ) = I I I_I I I„I I I_,I I I-I I I_I I I_ 20'
4 ft MIN -_=,,III=~~~ .III=1~1~ 1~= 50' MIN.
t.5 0 .III. '1.111=_ ~ LENGTH
A CLASS R[P-RAP 5 ft ft - _ ~ I, ~ TYPICAL CUL-DE-SAC 4' 1.5' THICK MAX I NOT TO SCALE ~E-SAC ALE
~ ' I _I 11- z: ~ sIDE u- _I = SLOPE MAX
RIP-RAP APRON ~ ~ ~ EMERGENCY BY-PASS CONSTRUCTION
OUTLET PROTECTION GEO-FABRIC TO BE FILTER 1:1 SIDE SLOPE 6 BELOW SETTLED TOP ENTRANCE PROFILE 12 MIN.
INSTALLED UNDER FABRIC ~ - MAX OF DAM (NOT TD SCALE) (SEE NaTE)
RIP-RAP GEO-FABRIC PLAN VIEW
3 ft MIN
NATURAL GROUND STONE SECTION Ganatruetion . A a Iona
1. Stone size -Use MSHA dze No. 2 (2-1/2" to 1') or AASHTO designation M4J, size Na. 2 (2-1/2" to 1-1/2"). Uee
crushed stone. 2, Length - As effective, but not Ina thou SO feet.
TEMPORARY SEDIMENT TRAP 3. Thidmess -Not len than six (B) Mcha. 4. width - Not leas than full width of all points of
(D-8) ingroaa a egress. Minimum of 12'.
~ 5. Washing -when neceaaory, wheda ahdl be deaned to remove sediment prig to entrance onto publk right-of-
*~C 9'-6" TIEBACK ROD WI1H DMA PLATE \q'-tT' TIEBACK ROD woy. When washing is requlrod, it ahdl be done on an PATH DMA PLATE 3~REOlAREO 8tT'x 51' 10C (2FT 1MOE) r areo atabAized with sashed atone which drains into an
ALUMINIUM CONNECTING BANDS approved sediment trap a sediment basin. All sediment
GENERAL NOTES: SLOPE SLOPE LENGTH IFT.T NOTES: YNTH 1 FT, NtOE x 3/E` THICK shall be pnvented from enterMg ony storm drain, ditch, y GASKETS. a watercourse through use of sondboge, growl, bonds
1. DURING AlL EARTHWORK OPERATIONS, POSITIVE SURFACE DRAINAGE ~ 100 E~T ~TTRO~L sioN Au e~E Nis o Z TO SX 7S NO.S7 STONE. CAP' 0.B01M 4S' ELBOW 6. Malntenanc~o fie entrance ehdl be molntalned h o CAP. CAP.
SHOULD BE MAINTAINED TO PREVENT WATER FROM PONDING ON THE s TO 10% SO SEDMIENT DAM SHALL NOT BE USED IN A LIVE condition whk~ will provent tracking a Rowing of
SURFACE. ~ 2S gµ1, b 2/3 STREAM 12"T6iBACK RO 12"71EBACK R00 sediment onto public rights-of-way, Thia may require 12'TffbACK ROD WTH DMA puTh (Typ periodic top drossinq with additbnd atone oa conditions
2. IF PRECIPITA110N IS EXPECTED, THE SURFACE MAY BE ROILED WITH ~ EROSION AND SEOIM:NT CONTROL PLANNB+c wlo reTH DMA ~ PATH OMA ~ ) demand and repair and/a deanout of any meaauroa used to ( ) trap sediment. All aedimeni, spAled, dropped. washed a
A RUBBER-TIRED OR STEEL DRUMMED ROLLER TO IMPROVE SURFACE AND DESIGN MANUAL, O,NR.C.D. 1986. _I RUNOFF. ~TL-III~IIII _ l~l~l - -I ~-111-I I I- 2~~-0" Y4'_0• 7'_0• tracked onto pudic rights-of-way must be remo+rod T I Immediately
MIMMIMI 2' x 2'x46' "=IIF~I_ I-11C='~I
OAK POSTS OR OTHER ~ ~ i _ ~ ~ 3. SITE CONTRACTOR IMLL ASSUME THE RESPONSIBILITY OF MAINTAINING ~IIt~ICIIL 68'x 51' pA. 12 GA.
EROSION CONTROL UN11L ACCEPTED BY N.C.D.E.H.N.R. tl0]E: BURLAP SHALL ~ ~ SPACMC (MAx) ''x'~ °0~G'"~D "`t'M~ STABILIZED CONSTRUCTION ENTRANCE D-5 PIPE.
Nor eE usED. ~1' - INLET ENO , ~ ~ STRUCTURAL i' SEDIMENT CONTRd. ~ OUTLET ENO NOT TO SCALE i
MELDED PARE MESH STONE STONE n 1V
~
s. mr~cTEC ma ,
~ ~ FLOW » 5,

i ~ 1' ~ 12'TIEBACK ROD MITH 12`11EBACK ROp MITH DMA 12`11E8ACK Rao
¦TH DMA PLATE (TYP.)
'rrPlcAt
WOODEN POST EtB01N EleOW cAP.
ShMN. CAP' TEMPORARY DIVERS[DN BERM MELDED MIRE MESH 6TaAX HEADWALL DETAIL
BACKFlLL 1 PLAN VIEW
EROSION dt 9LTAnON N~ ~ r~~/AS)p,, CONTROL FABRIC GROUND LINE ,1 '~1y ~ FLOW NOT TO SCALE
r 2' MIN, ~ , 6 5; Y.' `s.
VEIR i 24' MIN. fMAXJ 12' EXTRA DEPTH REQUIRED 12"THK~( SEDIMENT
~Jaoaooo' L~ FOR NON-STABLE SgIS CONTROL. STONE NO. 57 STONE o°o°o°o°o°o°r` ~ 1
°ooogoaog°` Z ROCK DAM sECnaN HEw
goo°oocp°ooeo°oo°o° z NOT TO SCALE 40'
°;ooooo0oooooa. CAL INSTALLATION of SILT FENCE
o°o°°o°o°o°o°°°°°oo ~ NOT Tb SCALE J°°°o°°°°°°°°°
00000000000°0 J~o°o°o°a°o°o,°° 000000
_ J SEEDING SCHEDULE Pro osed Roadside ditch (rip-rap lined) P
GEO FABRIC anss 'A'RIP-RAP SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED ANO ESTABLISH UNIFORM
1' MINIMUM 4' MINIMUM GRADE PRIOR TO SEEDING. APPLY LN1E AND FERTILIZER AND WORK INTO 2-REQUIRED 9'-6' LONG IEBACK RO05 S REQUIRR t PIECE ALUM, HEAOwAU ~ PROPOSED ROAD / S REWIRED 12'-8` 11EBACK RODS CAP 12'-3` LONG ~
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. MI1H DMA PLATE WITH DMA APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY t WITH DMA PLATES ~
ROCK CHECK DAM Willi STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACT( WHERE SLOPES EXCEED 4X ~ ~
SCALES l'= 1'0' 4S' E190W CAP MATERIAL APPUCATHIN RAZE 45' ELBOW CAP ~ ~ / /
4 _
LIME 2 TONS/ACRE o • 2071 SUPERPHOSPHATE 600 POlB'IDS/ACRE ~ \ w~ • xw.+ , p ~
FERTIUZER(10-10-10) 1000 POUNDS/ACRE \ u. veer) '~Q` /
APRIL -JULY FESCUE, KY-J1 SO POUNDS/ACRE m «ti a~• oa ~ I ' r"~ qua All disturbed
BERMUDA (HULlEO) 10 POUHOS/ACRE 'n 1 PIECE ALUM, WALE w~oi BEAM 12'-a' Laac 'A"w,a~'ro" \ areas to be
JANUARY -MARCH } . seeded
FESCUE, KY-31 SO POLNiOS/ACRE , BERMUDA (UNHULUU) 20 POUNDS/ACRE °
RYE (GRAIN) 25 POUNDS/ACRE , n FILL CONSTRUCTION NOTES: e - ;
SEP1171BER -NOVEMBER h 1. THE FILL MATERIALS SHOULD HAVE PLASTICITY INDEX OF LESS THAN FES(XIE, KY-J1 SO POUNDS/ACRE a 66'x S1 , t16'x s1.OIA. ,
25, A MAXIMUM PARTICLE SIZE OF FOUR INCHES, AND SHOULD BE 1; 1~ 12 GA. 3 z1' CORREGAIED ALUM. ARCH PIPE STUB
RELATIVELY FREE OF ORGANIC MATERIALS. 2 Tows/AQtE r LONG 7 LONG FULLY WELDED
ASPHALT TACK 300 GALLONS/ACRE HiS10E ' 2. COMPACTED FILL SHOULD BE CONSTRUCTED BY SPREADING SUITABLE J'- • N. MEADWA AVSIOE AND OUT TO ALUM. ' MEADWAl1 3'-t1` LONG ALUM.
SOIL IN EIGHT TO TEN INCH THICK LOOSE LIFTS. NOTE: OWNER MAY VARY SEEDBiG TO CONFORM TO LANDSCAPING REOU6IEMENTS. MAIM. STRUCTURAL PLATE KING PANEL J'_4" ALUM, sTRUCTURU. 6"Rip-Rap 3-4 PLATE WING PANEL 12"THICK
UNDER NO CIRCUMSTANCES MAY 'WEEPING LAVE GRASS" BE USED. O.1S0' METAL 3. THE FlLL SHOULD BE COMPACTED TO 98 PERCENT OF THE STANDARD THICI(NESS o.1so' METAL nIICKNESS
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). 0 i
4. ONE IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN EVERY 5,000
SQUARE FEET FOR EACH FlLL LAYER.
5. FILL PLACEMENT AND COMPACTION OPERATIONS SHOULD BE OBSERVED SITE PREPARATION NOTES: 4'-6' AND DOCUMENTED BY A REPRESENTATIVE OF THE SITE ENGINEER. 12'-3• `~-e. DETAIL SHEET Road Crossing SHOWING
1, CLEARING AND GRUBBING SHOULD BE PERFORMED TO REMOVE ANY CraSS Section
6. THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE AND UNDER-CUT. VEGETATION, STUMPS AND ROOTS THAT ARE STILL PRESENT ACROSS CONTRACTOR SHOULD TEST SOIL AND SUB-SURFACE CONDITIONS TO THE sITE, HEAD W
VERIFY VOLUME OF UNDER-CUT REQUIRED PRIOR TO BIDDING BECAUSE HEADWALL DETAIL Not To Scale
THIS WORK WILL BE ON A LUMP SUM BASIS TO INCLUDE ALL UNDER- 2. THE EXPOSED SUBGRADE SHOULD BE PROOFROLLEO TO DETECT UNSTABLE INLET C N T 0 T ET ENDS ' LE U L
CUT NECESSARY FOR COMPACTION. CONDI110NS AF1ER A SUITABLE PERIOD OF DRY WEATHER TO AVOID DEGRADING 1HE SUBGRADE. PREPARED FOR SWALE TO BE LINED WITH
SEEDBED PREPARAnON NOTES: CENTIPEDE SOD
3. THE PROOFROLUNG SHOULD CONSIST OF A LOADED DUMP TRUCK OR 1. SURFACE WATER CONTROL MEASURES TO EIE INSTAl1ED ACCORDING TO PLAN. °NG T'0 PLAN. RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
CONSTRUCTION SEQUENCE OF EACH SECTION SIMILAR EQUIPMENT ~JDGED ACCEPTABLE BY THE SITE ENGINEER, z. AREAS TD eE SEEDED SHALL BE F6PPED AND sPREAO LMTH AVAJLABLE TOPSOIL 3" DEEP, TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4"-6' DEEP. ULABLE BE 4"-6' DEEP. PREPARED BY
4. THE PROOFROLLING EQUIPMENT SHOULD MAKE SEVERAL PASSES OVER 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCilONS SHAD. F!E REMOVED FRDM 1HE I. OBTAIN PLAN APPROVAL. EACH SECTION WITH EACH PASS PERPENDICULAR TO THE PREVIOUS SURFACE SO 1HAT THEY IWU. NOT INTERFERE WITH THE ESTABLISHMENT AND pTME DEPTH AS REQUIRED _ _ IATES P.A.
2, INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, ~ ROCK CHECK DAMS AND INSTALL SILT FENCE. MAINTENANCE aF vEGEUnai. SURFACE FoR FINAL sw:EDeED PREFARAnaN, JOHN L. PIERCE & ASSOC , REpaRAnaN, - 1
3. BEGIN STRIPPING SITE & EARTHWORK. PASS. AT FlNISH GRADES SHOMN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND UME TO BE ACCORDING TO SEEDING UNIFORM. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 )INC TO SEEDING
4, CONSTRUCT STORMWAIER DETENTION POND. 5. UNSUITABLE MATERIALS ENCOUNTERED DURING PROOFROLLING SHOULD SPECIFICanaNS ABOVE, IN ADanai, PROVIDE 1s LBS/1000 S.F. OF SUPER 5. INSTALL CULVERT, DROP INLETS IMTH DOUBLE CONCRETE BLOCK FILTERS AND RIP-RAP APRON. PHOSPHATE• 1 - 46-9800 DATE: APRIL 21, 2004 of suPER PHONE. 9 0 3 WIDTH AS SCALE: 1 200' F.B. 570, PG. 49
( ) BE REMOVED AND REPLACED WITH PROPERLY COMPACTED FILL. s. IF SOIL TEST 15 TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST 6. MAINTAIN STRUCTURES DURING CONSTRUCTION. REPORT. VG TO SOIL TEST REQUIRED JOB #991381 FILE NAME: CHERRY DEVELOPERS
f. aiADiutt awr'ta a Ull%.,nta Aa IMtT AML DKUUIiMI IV 6KAUt. b. IHE 511E ENUINttK SHUULU UttlStKVE 11-It F'KUUFKULUNG OPERAT10N5 Q. UMt AKU rtKUUCtK .1MALL Ct ArrutU UKIr UKNILT AM MULIJ min IML WL 8. REMOVE TEMPORARY MEASURES. AND MAKE RECOMMENDATIONS FOR ANY UNSTABLE OR UNSUITABLE DURING SEEDBED PREPARATION. Min rnt WL SOD LINED SWALE
9. PERMANENT GROUND COVER TO BE ESTABLISHED WITHIN 15 WORKING DAYS CONDITIONS ENCOUNTERED. NO SCALE REVISED 8-21-04 SHEET 5 OF 20
AFTER COMPLETION OF ANY PHASE OF GRADING. REVISED 9-10-04
P:Aprojects\CHERPI DEVELOPERS COLLINS\dwg\detoilsheet.dwg 0521/04 034E:': ' PM EDT

SITES
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS Z
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN s
WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. 2 Ift
~O
SIG TURE 0 .S. RMY CORP OF GINEERS OFFICAL Q
N E1-E95 WETLAND POINTS E1-E95 VICINITY MAP -NOT TO SCALE WETLAND P01 TS
L9E TABLE UNE TABLE
b-~ DATE F S NATURE NE BEARING LENGTH UNE BEARING LENGTH
\ I ~ ~ ~ ~ WALNUT PLA SECnON 3 L66 S ' 1'20' 59.48 Lt13 S2719'35"W 70.55 L66 S6 '32'54"W 114.56 1114 S00 7'38"W 116.43
E / ,A.e.3+, P.,34, L67 S35 9'42" 49.77 L115 'S '4 "W 59.52
r7 ~ ~ n Two AINUT CE, SEC L67 S17 '11 "W 100.89 Lt t 6 S33'48'23"W 123.54
.8.30, P, ~ SL G- 4 Q~ ~ ~ ' "W 22.95 Li 17 SO '34' "W 88.12 L68 S62 3 44 ~ 4 W 68.02
a / ~ C Q~ ~ RECa,~,NAliON l69 S3 '00'09"W 28.47 Lt 18 18'021 "
GR o~ LoTS 3a e, 37 ~ AS y p0 ov wA T PucE (11.8.25 P.te) t ~,s„~:_~,se- EIS - EIS ~ ND BRANC Lor ~ NAL~ut PLACE sECT. 2 L70 S1 '35' 4"W 26.92 L119 S4 '26'5 " 63.98 L71 S5418'52"E 34.58 L120 41' S' 87.47
- .#r ~ AS CORDED iN M.B.JJ P.229 i ~ ~ L72 579'04'5 " 41.53 L121 4 1 '17" 93,10
L73 S26'06'03"W 46.28 L122 4' '14" 71.00
; ~ !a• ~9~ ~,2, 6~ 2d / ~ L74 S59'05'S0'W 33.07 L123 'W 38,85 ~ ~ 36.41 Lt24 0 T1 " 95.88
--use EIS 5"E i "E / i' L75 S31'S8 5 W ~ " 39.18 Oi l76 509ti0 48 E 12.75 L125 1'49 4
404 WETLANDS ~ ~s? , ~ 58307 i ~ ` ~,w Lam, Tap q~ . a i 675 40 0o L77 S 3'39' 4"W 36.50 L126 4 19' 101.85
U8 St1'S4'05" 17.75 Lt17 1 ' 54.15
u ~ ~ iK EI ti 8 FE, L79 S0918'09'W 36.86 L128 1 '4 "W 73.09
3~ OWN YIN ~ ~ 24.70 L129 g "W 12.~l1 R. gR0 L80 S491 '1 " ~ " 12.11
4~ ,~i ~,-~'--,t' ii ~1., +5 NJpµIN 0`M'1 1 , t ub . ,r~' gE BR . ~ TSY C. 3~ 'N BRO`M't L81 S85'Ot' 1" 101.70 L130 N1 ' W
r~, PA 7 P.3 1~ p 8,49 C' 33~ L82 S55'0 '03" 33.48 L131 .34.5] J, P' L83 S76'Ot' Y 57.17 1132 N41'41' .57.04
b~ ~ E. JEROME VENTERS, JR & W1FE, N 1D r' 4 ' 44.89 1133 N7 ' 1' "W 26.31 -
~ , PHYLUS B. VENTERS ~ y p J / 1 L84 S43'2D~ " 4 " 3l,• 19 / L85 S46 53 W 23.32 L13
0.8.597, P.367 SURVEY ALONG C L u~ ~ / ~1~ r ~ Q+ ~ / 29.31 L135 i ' 7S•5A i ~ VBFE, L86 S16 1 E '
OF OLD LAKE ROAD ~N• s9 s• eo ~ ~ BROW a JpµIN R. 0~ L87 554 ' 0"W 47.53 Li38 '47"W 36.92 1N R' BR " .19 L137 ~ 5 1'1 " 87.OJ
~ c^ IS BEN BRp+tM NdAM O,Md L88 N7518 05 W 39 ,SSY BR 48 L89 S65 '11"W 47.29 L138 T 2'14" 41.59
~ O J' p'15Y .648 i P 758' P 758 p'6 " 57.10 1139 N8 1 ' t' 11,21 .B• i / WtFE~ L90 S86'S W 47,83
o `8 J i ~ WN ~ L91 38 6'58"W 45.36 L140 80'47;1 "
d ~ pS p• i f OUGI. • i A• gRO '4 "W 37.27 L141 8'4 63.79 OU~,AS ~ , L92 S5 3 65.61
I m t, IS p ICE BRO , ~ . At 9 p.8 0 GE gR0 7 L93 501'4 '59" 50.11 L142 N8 ' ' 8" Atl 759 p.8 / / ~IfE. 94 '41'44"W 28.28 L143 N78 '10" 10.87
o ~ p.B?5 ,40" E 491.60' C,o / ~ q'B' i 0~ ~ 3 Q L S " EN BR L95 56'13 5 W 33.81 Li44 N8 '1 ' 4" 48.44
, uGLp51~ x g 75'28 All / o ~ Gv``' / ~ 39,90 L145 S8 'S ' 72.12 OOU gR01M't / .o ~ l96 S1116 48 W
~ i 00 E gR0 ~ ~ I: ABC ~ P AUGE p.325 ,o ~ l97 S 36 5 W 35.03 1148 8'2 '11" 56.34
i~ i 0•g~'87 i 1 ~ L98 4 '00"W 46.18 L147 58 0' S"E 39.93 / 'M~' N SS b . " 48.47
m ~1~ IS / µER, 111 / R, 111 / N Z l99 S84'49 21 W 34.71 1148 18'20'14"
P INTS It-1561 H1-H5 ~ IE~ fpR FpRw WETLAND 0 , ~ ppN p,R1E E. 38 F ARMS ARMER / r 6 L100 6418'07'W 36.73 L149 S 1'S1'18'W 35.04 ~1E1. IE E, f 81 ,~FE. . ~ S M~ O, Q•S ER ~ ~ ~ L101 '0 '07"E 13.64 1150 081 ' 1"E 62.97
UNE TABLE ~ a i .660, P ~ LINE BEARING LENGTH ,i p•B ~ 66 It AK a, W " 0.8• / 1Aµ VM Z L102 S20'30 30 W 38.59 1151 S191 0 ' 88.56
b 1206 S39'22'35"W 59.93 ~ ; ~ pBERT / ERT AKER • 24 1 •W 40.91 1152 S4 ' '1 "W 39.47 ROB r Y8.111 / m L 03 SO41 38 32.88
N IP R RISr L207 NaTt3'4t'W 16.89 ,s CN 184 G~yR15 9 Q 453 Li 04 S3 18'24"E 19.79 Li53 S 87'2 "W
,e 1208 N00'03'09"E 26.67 O•B• D•B 184 (3~ L105 S38'36'08"E 25.35 1154 5 1'0 2 'E 38.42 ON B
L209 Na6'S6'02"E 20 Ot ~ , / / C 111 1106 S71'31'S4"E 109.60 L155 52519' 7"E 29.21 SE 0 5 ,18g 171.51 . / R ~ L107 Si '00'38'W 64.34 U56 58 '31'58"
L210 N89'38'29"E 33.33 ~ IP • ~ CNE RY L2t t S34'21'S7"W 63.02 fit" CNE p,2 4' 1 (29 1 ' 7• 57.88 1157 S83'44'4B'E 54.62
1212 h3T55'S3"E 88.6., a. r g, ~ 1 (31 (3? ~ L 08 S34'S0 O E ' p M• (28 / L109 S38'23'36" 52.62 U58 N '59'31" 117.61 5 (z~ ~
1213 S27'27'S6"E 28.96 ^i I L110 S3 '38'37'E 92.45 Lt59 534'42'44'W 2 .48 I
4 121 a S39'03'3TW 16.47 ° } _ 60' R ~ 111 7'38'15"E 29.67 " qRl~ a L S5
L2t5 Na6'21'02"W 13.46 * EI ,~yE,ATON (21 $ LI12 S56'3i'07'W 41.14 - .
L2t6 N2T~9'28'W 15 04 ~ ~ 0$.7~ ACRES ~ni~,<,, 1 .o I~ ~ W i t2.. N~'48'09"E ..0 92 I~ ,.d~
4,735,573.82 SQ.FT.) ;,~<;a ~aS ° do no ul-B S C1•tERRYw00D C _IB 0 (21
- 8.44. P.22 .S}.'K ,3 ~ M.
0 rn I+ U01'~~r to 1 1 ~S ua ~ ~ (2, S (2~ (21 W o. 1
Z ~---=i' ~s
E. JEROME VENTERS, JR k WIFE, TRACT SIX
PHYLUS B. VENTERS g P~ Ada ~y~^~LM 42 `iI ~ ~
r~~~ L' R~ 1~ t~ A~ N ~ ~ 'r ~ /4 5
Jpi 'q G 6
~ 5' "s TLANDS PREVIOUSLY
WETLAND POINTS F1-F8d< Gt-G2' I UNE TABLE r~ 1~ G~~ p ' (1~ APPROVED BY U.S. 6A ~ .ss
UNE BEARING LENGTH ~t CORPS OF ENGINEERS WETLAND POINTS At-A73 CHEE YW000 SEC . II do IIIB ~,wc ~ .s Ash - uc vac ur r~,t
99.29 `f~ U76 N3T00'32"E EIS ._s eeAtnNC LENOTN uNE BEAMNC «NCTN 4e sP LME BEAttlNO tENCTN uNE
L177 N85'06'11"W 9•p1 ~ APPROX. C/L S' ~ L1 N6416'10'M 31.12 L25 N1010'08'E 19.21 L49 N11+3p'STW 47.20 '~'c:e ~ ` L? S70'41'26"E 15.83 L26 564'43'42'E 26.91 L80 N67'S5'S3'w 35.D8
Lt 78 561'34'35"W 70.99 OF SPRING BRANCH ~'~'e:e i'~. U 79 S48 3747"W 128.43 ~ "5' ^U' - 15.10 L27 N74'29'01'E 23.93 L51 577'29'S4'w 26.83 l3 N18'09'O6'E 30.39 5~ ANGH L4 N04'S4'47'f 25.03 l26 S6S'21't2'E 56.14 L52 N7112'SYW
~ _ L180 574 55'28"W 48,53 ~ ~ EIP Sg•02, EI ~ t ! ^ ~ EIS D BR l5 N44'20'43'W 34.60 119 SJ4'40'42'E 34.55 L53 N2111'Otl'w 41.87
U8t N55'26'35"w 0 82 ~~N • : o,~.' ;s s` UN V p l6 NiO'ie't9'll~ 74.26 L30 S317o'43'E 45.59 L54 N1>S'28'S6'w 27.00 ~ E SS 5s.19 l55 577'20'44'MI 3o.3e Op A 7 1 28.47 L31 503'23'13'E
1 'S6"W 38.53 ~ ,e ~p,r- L B2 N46 20 " N ~ t, , : ~,MA , !g A~ ""'4 QR OF L NZt73' ~ 15.95 l56 N43'28'15'E 35.61 I G~L / L6 N623J'40'E 28.27 L32 S14'O6'SO'E
L183 N83'48 00 W 54.96 v us'x ~,~d\, 40+ WETLANDS ~ 9~ ~ Lst E 11 \ / L9 559'46'47'E 10.77 LJ3 36128'27'E 39.89 L57 584'38'40'E JS.66 [ 42.J1 ~ l51 'S' ~a (91 / / ~ UO N76'28'S6'E 39.56 l34 N80'40']1'E 29.04 l58 N55'S1'ib'E
Lt84 N89'03 56"E 54.41 ~ ~ ~ ` '~8 li~Y?. 7,37 BARRY LUSTIG do 4?, a t~ ~ L195 541'48'04"E 5 1.45 ACRES r t,s ~ / L1I N17'29'37'E 65.93 LJS NS505'44'E 21.90 L59 N26R7'20'E 24.99 }W jet, / / / U2 N02'IY13'N 59.61 L36 N03O4'41'E 11.29 l60 N12'OJ'S7'E 61.47
DOREEN COUSER ue~ - FT .,~u? i E+: (62,996.49 SO. Li86 S8419'29"E 42.66 D.B.1831, P.907 0 ~ . F„ Y L13 N20'46'S9'M 46.61 W7 N7939'27'W 21.80 L61 Np934'28'W 26.65
Lt87 S32'Ot'41'E 6i.71 ^ TRACT 5 ~ n M L14 N5115'11'N 44.12 W8 N3612'24'1M 60.39 L62 N70U9'06"W 28.27 n / *6• \ L39 N 6'4S'E 33.04 IA3 510'39'29'W 50.03 e+ 41 L16 N63"0.]'04'M 72.70 021
U88 543'31'51"E 15.14 N ; ~ LINE ' L»-~'' ~ o,~ ~ ~ SEG~~ 2 / / Liz NO6'30'16'N' 50.96 L40 N4771'S2'E M.96 L64 S89D2'S4'W 49.02 6~ fie: 5 LK_165
22.78 PR~~ ~ L189 S10'22'12'E ,n FpRMERi G~. RR 5 L16 N25n6'40'E 41.36 l41 NSl'26'40'E SJ.74 L65 N82'20'S6'w ~ ~ ~ CNE p.225~ f° cB eF 43, L19 NJ6'22'06"E 2x39 L42 N75C6'49'E 39.6J L66 NSO'39'18'W
L190 N2816'04"E 33,89 2 ~ _ 20' INGRESS do EGRESS EASEMENT ~ ~ 31,98 ~ ~I L191 N88'48'28"E -{IS J (M.8.43, P.136, K-1563) ~ j ~ e s9 ~B~ M•g' l20 N77'S7'S9"E 39.09 L43 N69'21'S2'E 7262 l67 NS21J'19'w 95.58 11~ ~ 30.J6 L44 N0278'SJ'N 7.81 L68 NJ539'ib'W 50.42 ~ s L21 N44'20'S4'E .90
L192 S57'40'04"E 59.44 ~rt 3I , , [s L22 N28S6'14'E 57.79 L45 H561J'30'W 2275 L69 N1614'03'w 4229 f+ /
~ 193 '34'53"E 31.69 SUSAN W. HEATH 5 ~Qa 2 FO ~ ~ E L 539 ~ RMER PROPERTY LINE L7J N~'02'E 34,82 L46 N88U6'40'M 74.17 L70 N09'23'09 W 72.41 '1'~' L24 N77'24'24'E 30,96 U7 N0297'45'E 12.66 L71 N06'22'30'E
U9a S76'16'39"E 48.38 (AKA SUE W. HEATH) E - - SEPERATED E (J\ ,~p,(>, \ L48 N3671'28'N 35.43 L72 N81'26'11'W 37.10 1 i / ~ Rl",~~6(3,3
U95 N585T52"E 83.13 D.B.946 P.596 `0 ~ 0.03 ACRES E,1:^ E TRACT FOUR .,1 ~ ~~P ~ ~ G
1196 N18'41'23"E 32.44 ~ ¢i ~ ' (1,392.10 SO.FT.) ~ 10 Lt97 N02'S1'20"W 31.61 ~ r N ''b e 0,77 ACRES ua (3~ 4~ P ~
I uee Lt98 N83'S4'12'W 59.26 ~ D ~ 446.91 S .FT. EI ~ 33, O ~N ~ .,~G ,5W'
33.57 I v,un~ DS b ( e U99 N84'4859 W + ~ ~ ~0
:200 585 50'55"W 84,05 RUSSELL V. W 2
L201 N76'16'S7"W 56.72 HEATH rQ. ~ 0.01 ACRES ~~d'~1'e p ; y5~1 ~ 87.ta D.B.1132, ~ ti 7 (538.30 SO.FT.) lwea! t ~ t,p•SEpN05,~1 . W 53 PROPERTIES '46'32"E 5 0 16 2T1ES ~
L202 N06 S67 0'21 E 15 4 57.10 P.287 ~ ~ ~ I V1E 86.55 D.8,811, P.597 L203 N62'29 07 W N E 2L IS ~ ~ ~ N ~ ~ TA~t ^ D.8.1250, P. 206 597 P. 206
L204 N86'3719"W 51.60 ~ ~ uer-?~ ~ w ~ ~nseAwo, , L,Te M.B.35, P,142 142
1205 N34'33'08'E 19,52 ~ ~ ~ Aaars TTA~ n ~ '~is~-~•;-,, ~ ^ o.au2e, P.7JI , ~NCRESS a ~
i of ~ EIS EGRESS EASE11 N ~ JOlM Y. STARR ! waft,
N N CAROITtI K STAAR AIM O3 Z D.B.,o2a P.7s, o~T P ~
tl.B.4J, v.,S2 I$ CIS ROADI AS '"h, N N 62• " / (ap War KµOw?1
58 02 W 658. ~ ° ~'E
AN POINTS J1-J18 40 WETI D NSLINE WETLAiJQ51401 GRgUC'
UNE TABLE HARRY F. DEAL & WIFE, ~ µpTC 1 OF 2 A LNG LENGTH 1 P.637 SNEET LINE BE R D 8.3 2,
L160 N71'16'40"W 39.80 SINE WETLANDS MAP
1161 N40'S4'50"W 35,68 MA CH OF 2 SEP 14 2004 PREPARED FOR
" , HEFT 1 Lt62 N05'1027 E 19,56 5
Lt63 N43'S0'29"E 71.32 WATER QUALITY SEQTiON , RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
L164 N70'51'20"E SD.98 L165 N70'14'07"E 56.96 PREPARED BY
L166 N53'05'55"E 51,55 . PIERCE & ASSOCIATES P.A.
7 7 • 7'1 "E 18.22 'I, JOHN L. PIERCE, CERTIFY THAT 1HIS PLAT WAS DRAWN UNDER MY L16 N 8 5 2 SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER Y SUPERVISION JOHN
L168 S72'08'35"E 47.21 DEED DESCRIP110N RECORDED IN BOOK) ?L', PAGE ETC.) 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
L169 S04'25'04"E 39.48 OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY PHONE: [phone] DATE: AUGUST 4, 2003 SCALE: 1"= 200' F.B. 570, PG. 49
L170 508'56'39"W 62.39 INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK
L171 S29'20'56'W 55.97 PAGE u j6- ; THAT THE RATIO OF PRECISION AS CALCULATED IS JOB #991381 FILE NAME: CHERRY DEVELOPERS
L172 S73'16'46"W 47.95 1: /0?`-~; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
43.43 G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIG ATURE, L173 S58'37'35"W LICENSURE NUM1BEIt"Aft'-SEAL THIS -~L2 DAY OF 20 a3 LEGEND GRAPHIC SCALE OWNER
L174 N88'02'28"W 28.17 4. HIS PROPERTY IS NOT LOCATED CHRISTOPHER EARL COLLINS 200 0 100 200 4W e00
N69'49'16 W 53.97 EIS - - _ EXISTING IRON STAKE THIS IS TO CERTIFY THAT THIS PROPERTY I! U75 EIP = EXISTING IRON PIPE WITHIN A 100 YEAR FLOOD ZONE ACCORDIN, • ZONE ACCORDING TO F.E.M.A. 1207 DECATEUR ROAD
MAP 370340 0155 C WITH AN EFFECTIVE D A VEYOR SIS =SET IRON STAKE AN EFFECTIVE DATE OF JULY 2, JACKSONVILLE. N.C. 28548
- L~ P.P = POWER POLE 1987. --E-- =OVERHEAD ELECTRICAL LINES ( IN FEET )
F; r U6ENSURE NUMBER' R /w =RIGHT OF WAY / " I inch = 200 tt.
REF; D.B.1218, P.452(TRACT 4,5,6
M.B.45, P.42, SL. K-1948 '

SITES
~N g wr ~ ~
~r~
Q~ ~ % a
~ ~ s
~ ~ VICINITY MAP -NOT TO SCALE
/ ~ I-8 x8 TM
WALNUT . SECnON ~ ~ ~ t-a ~a TAP E / N.B.34, P.t w,V.
~ ` ~ AINUT cE, sECn Two `
.e.3o, P. , sl. C- ~
IS te.~' 2t.9' !7 .0' 0.a'
c Q~ ~ / , GRAB ~ RECO1~lAtTON aF Y p LoTS 3a a
9' IS r ,2' a'?p BRAN aF w T PLACE (N.B.25, P,ta) k > ~ 21. L T WALNUT PLACE SECT. 2 k
.1 N M.B.J3,. P.229
~ f 29. J
~ 122 (S EIS
~ 4 ~ oY~E i Iron ' 1
_t~-f b S~iS.od 52 ~ Q ~ ~ 3.~ ~
: Y t 2' 1
~ ~ 0~ b vnFE. ~
~ 1NR~~ gROwN ~ ~11N R' OWN ~ ~
t BEN~AM BROW PAY ~p.332 IC•gR 1~ p,332
E. JEROME VENTERS, JR do WI 1 9
PHYLLIS B. VENTERS ~'o i i
0.8.597, P.387 20' / /
r SURVEY ALONG C/L ~ O' ~ / ~ ~FE,
OF OLD LAKE ROAD - ~ ~ 4 IN R, BR Jt~ eRO~` JAMIN R' \ . EN Y BROWN
~ 1 i~N Y BROW pA~ B, p,648 ~A~ 6~ p,6~ 1
4t D g,75. ~ l :J ~.g.75 ~ ~ WIFE
O t 11. ' ~ gRO~
\ ~ ~ GLAS A' x D~ BROW GLAS A / NOTES: 0~ gR0'NN /
o t a ALICE p 1 rto o. D•B•759, A1JCE p.67 / FE. - - O,g.15g' / ~ ~ YII 1. SETBACKS: FRONT-20'; SIDE STREET 20'; SIDE 8';
x ' ~ 3.9' i r / N gR0 REAR-15' OR AS SHOWN HEREON / AS A~ / ~
b ' e ° ~ ~ ~ ~ ~AS~ © o b DOU pOU~ ROWN / 2. ALL EASEMENTS ARE ZO DRAINAGE AND UTILITY UNLESS
n ~ ~ A .587, d ~ to t I D•B AUK g p,3Z5 ~ ' OTHERYNSE NOTED. 0•g•567i ~ 3. 501E DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
~ I $ i R, 111 i & VIII' , 1~
~ ~ ~ 1 T ' FARME AR' a ~ `Q 4 1 ~ pN1E R1E E• F ~ ER. 111 / N 4. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND E FARM FARMER i PAVEMENT INTERSECTS TO HAVE 30' RADIUS. J'11 AR1E E• 361 V4FE,
~ g 24 A p,3e ~1t Y ~ ~ 1 1 D .660, ~ 660, P•/~ TAKER 8 5. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
a 1 1' a ~ ~ v~ ea + ~ ~1 R1 0 i ~ WH1 ~ vF1. 6. ALL CUL-DE-SAC WILL HAVE 35 BACK OF CURB RADIUS. R1 FLU KER 7. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
N ~ i ? P ROBE ~ ` ~ t 25.2' GRIST ~ ROBE ,~{ITA ~ 8. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT ~RISN p,453
tt 't o ~ • • and ~ DB18' $ ~ t O,g,1649' ~ STREET INTERSECTIONS ACCORDING TO STATE STANDARDS.
154. 2' g,d ~ ~ c. ~ 3 U g (30 9. LOCATED IN F100D ZONES "C' AS PER FIRM ~-iC~1 /
~ et a ~ ~ R• r~ SSE ,16g0 MAPS X370340-0155 C WITH AN EFFECTIVE HE R'IW 4, S~' (21 v. GATE OF JULY 2, 1987.
4 tp HE 4 t .B• a t2 f ' 4. p'2 ~ 1 (3~ 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL .g• (2 (3,1, .3
t 1 (27~ ~ CT CONDITIONS PRIOR TO CONSTRUCTION do CONTRACTOR'S
4 t a5 o ~,e , ~ z J w~A~ Ln¢ RESPONSIBILITY TO COMPLY WITH N.C.O.O.T.'S ` 1 N.
tt - ~ 92 I I _a / t t E~ I it ~ ~ COMPACTION STANDARDS FOR ALL STREET CONSTRUCTIO ` ~,,.r--~ ~ 11. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES ANO
t $ ~ ~ , ~ ~ ~ ~ ~j SWALES AND TO STABILIZE SIDE SLOPES PER ~o,.~_ R S SEC ON III B THE STATE'S EROSION CONTROL SPECIFICATIONS.
U ~ 2 ea . ~ ~ W u ~ (~1ER 1890 ~ ~
; 8r~~a 1 ~ r ~ M.B.44, P.2 4, + ; 12. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. r 1•~ I 23 d~ ~ 13,_ ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 20 MINIMUI
e~ { ~ ~ ® ' 3a.3' rE i I ~ 4 + BUILDING SETBACK.
214 t 4 _ _ ~ (2~ (2~ (1 i 14. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFlCE t i ~ 2,1, = AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT a7 ~s~~"`. / ON ANY ROAD BED THAT IS TO 8E ACCEPTED FOR STATE MAINTENANCE.
E. JEROME VENTERS JR dt WI ~ ~ ' ~ ,
PHYLLIS B. VENTERS ® ' 2t 7 ~ tt O.B.597, P.36 R t 4' , o ~ a `
® n t a S ® t o ~ a ~a ~ ~ ~ 1 A~ ~1
a w~ a ~ 1r /s gqr ~ M' SAC ,~6 ~
r e~ou-are ~aaa ° ~ { ~ 5 .cy'~ / .
~ y' ~~•------WETLANDS PREMOUSLY ~ E~ P • ~ c~ k3~~•- ~ h1 APPROVED 8Y u.s.
~ ® t --T- 1 ® ~ , 20' u 5 ~B r ~ CORPS OF ENGINEERS
A ® T *1
to ® ~ ® t t~.t' 3 ® a ~ ~ r 117.1' , 1 /
~ ® ~ r 4 ~ 1 ~ r T 7 I
_ q m o ( y1 ~ i RANCN
® . i it ~ E 1S p g i ~VN,IPO ~ ~.4' u' R ASS
404 WFTI.ANOS _ ^ ~ 53.4' L ~
~ t 33.0' i I _ ~ i ~ I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WA5
Y ~ ® F / BARB LUS11G d: ~ DOREEN CWSER ~ E),0 ~ / 32.9' 3s.9' ~ (91 ~ i ~ DRAWN WIDER MY SUPERVISION FROM AN ACTUAL SURVEY
0,8.1831, P.907 ~ a~ ~ ~ `1 / ~ MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN i , ~ HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE
4 ® b b t ® n 1 r ^ ~ 18 o te.5 , ~ CLEARLY ~IOICATEO; THAT THE RATIO OF PRECISION
T t n a b / ~ ® H ' I 11 ~ AS CALCULATED IS 1:10,000+; WITNESS MY I ~~,~5 SEC ,1652 / ORIGINAL SIGNATURE, UCENSURE NUMBER ANO AL
? 1 } SL.K THIS!k1_ OAY OF , 20
a, f~- CHAR p.225~ / • Q ~ ,43, ~8 M•g /
~ a aA susAN w. HEATH ti.
(AKA SUE w, HEATH / a 1ti / JOHN L, PI a~F
SEPERATED ' 'e' _99.0' ~ I ~ ~ P Fs . 9 ~ ~ off'
O.B.946, P.596 r zo' ~e~ e
I ec . ,~t?. ~1 ~
t ~ o~' `2' (3o cs e • ~ •.~v~yoP:
N a~ RUSSELL V. W ~ ~ a~ ~ s~ ~a. \ . a ~ e ~ ~
HEATH ~ t
0.8.1132, '.~0 DS T ti5n p,287 53 PROPERTIES 'TIES ~
an ~ O.B.81i, P.597 Y sT~ 0.8.1250, P. 206 597
'a"" ~ M.B.35, P.142 206 42 7
o, , ~ n ~ ~
Z 11. AIM ! ~
2' ~>c'arwN~'
I$ E ~
Y Z-•-- COMPOSITE MAP of
HARRY F. DEAL dt N1FE, ~ 2
0.8.312, P.637
n s s s
1 ET 1 pF 2 SFIE PREPARED FOR
1 •
RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
LEGEND JOHN L. PIERCE & ASSOCIATES P.A.
E15 -EXISTING IRON STAKE TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
qP =EXISTING IRON PIPE TOTAL AREA = 108.71 ACRES PHONE: [phone] DATE: APRIL 21, 2004
SIS =SET IRON STAKE AVERAGE LOT SIZE = 16,200.00 S.F. SPK =SET P.K. NAIL TOTAL NUMBER OF LOTS = 180 SCALE: 1"= 200' F.B. 570, PG. 49
E.P,K. = E>aSTINC P.K. NAIL LINEAR FEET OF STREETS = 10,469 LF JOB #991381 FILE NAME: CHERRY DEVELOPERS
R/W =RIGHT OF WAY TYP. LOT DIMENSIONS = 90'X180' E.C.M. =EXISTING CONCRETE MONUMENT MINIMUM LOT SIZE = 15,000 S.F.
D_dtU.E =DRAINAGE dt UTILITY EASEMENT WATER =ONSLOW COUNTY THIS IS TO CERTIFY THAT THIS PROPERTY IS owNER GRAPHIC SCALE
S PROPERTY IS NOT LOCATED l7.IFRRYYf,fY1 ncvsi no~RC INC
Mt5L = MINIMUM tRALLXNfj UNt SEWER =PRIVATE SYSTEMS WITHIN A 100 YEAR FLOOD ZONE ACCORDING DNE ACCORDING TO F.E.M.A. P.O. BOX 1685 100
--E-- =OVERHEAD ELECTRICAL LINES DISTURBED AREA = ACRES MAP 370340 0155 C WITH AN EFFECTIVE DAI J EFFECTIVE DATE OF JULY 2. JACKSONVNIE, N.C. 28546
¦ ¦ ¦ = SECTION LINES TAX MAP If 34 PARCEL # 89 1987• PHONE: [phone]
REF: D.B.1218, P.452(TRACT 4,5,6) S.T. - 10'x70' SITE TRIANGLES REVISED MAY 20, 2004 (PER TRC COMMENTS) ( IN FEET )
M.B.45, P.42, SL. K-1948 1 inch = 200 ft. SHFFT 1 OF 20

ULTRANOIET RESISTANT (BLACK) MIR~1 STORM PIPE DATA SIZES
FABRIC OR EOINVALENT SECURED TO MIRE RATIONAL METHOD: ~ MI1N METAL curs OR MIRE AT d' OFF Q=CIA Q=(D.40)(6.D)(A) Q=3.2(A) CONSTRICTION SEQUENCE OF EACH SECTION
12 CADGE 4'X4' OR 2'X4' MFtDEO IMRE HOOKED ONTO CENTER. I. Dl
mWae woo~ros~sMwin~+ o e sT~s ~ PIPE AREA(AC) Q XSLOPE LENGTH(FT) SIZE(IN) 8, Ip I. OBTAIN PLAN APPROVAL. Z, INITIATE CLEARING 6 INSTALL CONSTRUCTION ENTRANCE, GRAVEL, & RIP-RAP FILTER BASINS,
A 3.68 11.78 0.50 38 24 & MAXIMUd SEDIMENT STORAGE IEVEI. REMOVE 8 0.67 2.14 0.75 77 18 & INTERCEPTOR DIKES ADJACENT TO DITCH.
' SEDIMENT WHEN THIS LEVEL IS REACHED 3, BI OR A5 DIRECTED BY CONSERVATION INSPECTOR. C D.6D 1.92 D.50 39 16 ~I 3, BEGIN STRIPPING SITE 6 EARTHWORK. INSTALL ROCK DAMS 6 SEDIMENT TRENCHES IMMEDIATELY UPON OPENING OF ENTRANCE, ALSO INSTALL CONSTRUCTION ENTRANCE.
• 0 2.57 8.22 0.50 39 16 4, It' 4, INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. &
E 2.02 6.46 0.60 49 18 D, F 2.59 8.29 0.50 40 24 5, Mi D.S. RIP-RAP & BEGIN PLACING FILL OVER PIPE. ELIMINATE INTERCEPTOR DIKES. ~ 5, MAINTAIN STRUCTURES DURING CONSTRUCTION, / c ,0
G 0.84 2.69 0,50 78 18 6, S' 6, STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. / ~ o~ NM1;1 ~ / Q ~
• ~ H 3.20 10.24 0.50 43 24 7. RI e' I 5.22 16.70 0.50 41 24 7. REMOVE TEMPORARY MEASURES. / a / ~ a
r J 4.33 13.86 0.65 80 24 / / ~o
K 0.84 2.69 0.65 80 1 B • ~ . ~ L 2.26 7.23 0.50 38 24 / V' ~ / / ~
~ M 0.40 1.28 0.50 78 18 / ~ ~ I, / Y / I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS / C~. v1pNITY MAP -NOT TO SCALE
/ ~ i N 1.71 5.47 2.95 78 18 ~ ~ D 0 2.96 9.47 0.50 40 24 DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY \ ~ G•//
• ~ P 2.60 8.32 0.50 40 24 M MADE UNDER MY SUPERVISION DEED REFERENCES SHOWN \ S?~ ~ /
~ ~ 0 0.72 2.30 0.50 49 18 i' - H i _ ~ R 2.41 7.71 0.50 38 24 HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE \ /
\ f ~ c ~ S 0.93 2.98 0.50 78 18 CLEARLY INDICATED; THAT THE RATIO OF PRECISION \ EXISTING ROAD
~ ~ - ~ WALNUT PLACE, SECTION 3 T 41.00 31.20 1.00 '62 66 x 51 A AS CALCULATED IS 1:10,000+; WITNESS MY \ - - - - \ W
~ - ~ SEE DETAIL ORIGIN SIGNATURE, LICEN U E NUMBER AN SEAL
- EIS / ~ - 9 ~ ~ I Y F 20 \ 4, \
~ . N \ \ •.9
~ WALNUT PLAC SECTION TWO • - 1 I , _ 9' \ - \
M.8.30, P.86, SL. G-274 I J JOHN L. PIER .S. a L 6 ~
EIS ~ .25 t o• \ R W R/W •W. \ /
NATURAL CAADE 19.7 21.9' v sub°• Q.,~
e' 3.0' ~ CARRY APPRO>aMAIEIY 1Y OF FABRIC INTO TRENCH, ,6' / p \ r l• P \ \
- COVER MITH Shc ANO TAMP BACKFIU.. ~ / 8'0 ~ I 20.1' ~ 3 , \ \ ~ 50 MIN. RECOMBIpM('TION OF LOTS
' -CARRY 6' aF IMRE INTO TRENCH. EI S 49.7' C/L G of w 36 & 37 \ s LENGTH NUT PLACE M.8.25 P ~ ~
2~ MINMUM 4. RgSS - - ~ 2 Y p0 ~ .18) do LOT 0 OF WALN UT PLACE SECT. 2
~ D E~ ~ 21.3 ANC RECORDED IN M.. B 33, P.229 R\
METAL, CEDAR OR 4X4 TREATED WOOD POSTS AT 8' OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD ; 18.2 65. ~ ~ ~ CONSTRUCTION ~ 650 / \
BE J~ DEEP MINIMUM. ~ ' ~ ~ to U: , r / ~ ENTRANCE
I ~ N , ~ 0 5g,w i / ~ PROFILE
ti ?.?3~ 5• ~ \ 9 W ~ / 12 MIN.
/ i
NOTES: ~ ~ 30' D.dcU,E. ~ o ~ \ PLAN VIEW
W L 1. SETBACKS: FRONT-20'; SIDE STREET-20'; SIDE-8'; ~ , / .1,05„ i \
REAR-15' OR AS SHOWN HEREON ~ ~ ~ ~,i- 5.p0 STABILIZED CONSTRUCTION ENTRANCE r3 61
2. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY N 52 S' U LESS ~ ~ \
OTHERWISE NOTED. "--s~.o T~~ I ~ \ NOT TO SCALE ~ , \
3. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED. S;,yMr~ ~ ~ , 4. AU_ RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND ~ . S. ~•tar `t ~ \ I ~ LEGEND
PAVEMENT INTERSECTS TO HAVE 30~ RADIUS. 1?~d' 6 t I .2 EIS =EXISTING IRON STAKE
5. TOPOGRAPHIC SURVEY PROVIDED 8Y OWNER. I ' 1 \ EIP =EXISTING IRON PIPE
6. ALL CUL-OE-SAC WILL HAVE 35' BACK OF CURB RADIUS. ~ 1 1 ~g' 6~• 1 9 i ' 13~` IFE~ \ = T IRON STAKE g 16 0 & W \ • SIS SE
7. SICHT DISTANCE ARE 10'X70' AT INTERSECTIONS. I ~ ~ 45 , 33 ' 1 8. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT Z I ~ 336' QWN \ SPK =SET P.K. NAIL gR \
STREET INTERSECTIONS ACCORDING TO STATE STANDAR S. 5~ IN R, \ \ E.P.K. =EXISTING P.K. NAIL y N~PM OWN \ R ~ RIGHT aF WAY BE BR \ ~ /W
D o ~ 1 J j 9. LOCATED IN FLOOD ZONES "C" AS PER FIRM OD \ J I ° p,1S'~ 332 E.C.M. =EXISTING CONCRETE MONUMENT 's p 1, p' D.dcU.E =DRAINAGE & UTIUTY EASEMENT
MAPS X370340-0155 C WITH AN EFFECTIVE . ~ J 3 • .8.49 \ - D \ MBL -MINIMUM BUILDING UNE
DATE OF JULY 2, 1987. Im 4 °'I N ~ w g 8 I •ca 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL ' I~ • • MI = ECTRICAL LINES ~ \ E OVERHEAD EL
, ~ 5 50 s:ISwaE / CONDITIONS PRIOR TO CONSTRUC110N do CONTRACTORS E. JEROME VENTERS, JR & WIFE, o MIN.,w~ 47 2 / 44 / \ ¦ ¦ ~ =SECTION ONES
~ I ~ RESPONSIBILITY TO COMPLY WITH N:C,D.O,T.'S ~ PHYLLIS 8. VENTERS ---65.0 / h~ ~ S.T. = 10'x70' SITE TRIANGLES . J. ~
COMPACTION STANDARDS FOR AL.L STREET CONSTRUC110N. D.B.597, P.367 ) _ _ ~ w• . ~ . =GRADING LIMITS i CSC ~ i
11. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND 20 M ~ - ; - z ~ - r • ^ 43 SWALES ANO TO STABILIZE SIDE SLOPES PER 90.4 90.0 9 •0 93,T 3 1 =TEMPORARY SEDIMENT TRAPS •
THE STATE'S EROSION CONTROL SPECIFlCA110NS. SURVEY ALONG ' • = RIP RAP CHECK DAM ~ i /
12. AlL DRAINAGE PIPES TO HAVE FLARED ENDS. OF OLD LAKE ROAD - _ - 13. ALL HOMES TO ONLY FACE STREETS 1M1H AT LEAST A 20' MINIMUM • • ~ ~ 4 ~ ~ / = PROPOSED ROAD DITCH A ~ i
BUILDING SETBACK. - • - _ - 4 ' 'cs ~ ~ ~ WIFE, 1 ~ k 10~ $t 1
N \ 100.0' 14. CONTRACTOR IS TO CONTACT THE N.C.D.O.T. MAINTENANCE OFFICE ~ ~ 90,0' 90.0 90.0_ i? ' lJ 0`~ 1 ~ BR 1 S 1N R,
AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT x ~ - - - - - - - - - 20' MBL ~ ' ~ ~ ~ ~ ~ ON ANY ROAD 8E0 THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. ~ ?bb' ~p,M 11 ~ t11 gEN pWN 1 ~e• ~ t~ Y BR
a ~ Q PAS .648 p 8, p
70 SWALE ~ ~ \ TEMPORARY SEDIMENT TRAPS ' ~0 p Z 54 ~ 5 m ~ •o•\ .B •15 ~ , 41 D ~ 1 8 k ~
m ~ ~ a 5 0 ~ \ \ TRAP WIOTH(FT7 LENGTH(FT DEPTH F ~ + o „ 59 ~ ~ ~ J 1
~ ~ o ~ w• a \ 1 15 24 3 w, + , c 1ao h ~ ; 1 ~ 1
2 15 24 3 0 60 ~ \ ~ E, ~ WIf \ .z , WN &
3 15 56 4.50 b N \ ~ 4 20 76.50 5 rn ~ \ ~ ~ ~ p ~b ~ . F AS A ~
5 20 81 5 ,O' 90,0' 80. ' 74.0' IS pUGI- WN ~ \ p gR0 1 \ , ICE ? ~
6 15 20 3 ~ \ 7 15 30 5 ~ ~ 1 9 9 ~0 b~ ~ ~ pi. p.8 , 1
35.8' 9• 105.0' 8 20 81 5 >Sa ~ 8.159, ~ 1 ,p o, F . ~ D • , 1
9 20 45 5 ~ " 0' S ~Ai , ~,0~ ~ ~ , 'c 10 15 19.50 4 s, '28 40 ~ ~ w o~ o, i ~ /
11 15 30 4 0 { ~ N / / WIFE, ~ ~ N & RIB 13.9 i ROW / 1, ~
12 20 67.50 5 ~ cn cn 6 _ 1 13 15 45 4 ~ 65 0 4 ~ 1• 1 EN B 1. 39 I . p,~L } ~ GRAS
14 15 17 3 sasw _ j ` ~ ~ pOp pWN ~ ~I
15 15 40.50 5 xtswALE rn ~•t - i'~ 16 20 4 MMI.tOO' ~ ~ J 13 ' ~ , , ~,0 > ~ ~ 3t5• , E BR 5 1 > p~IC p .32 i 581, 1
5 5 117 7 ~ 8 _ _ _ _ ~ ~o 17 15 25 3 , ~ . • ~ 123.8 ~ 105.0 1 , ~ 1
18 15 20 3 18 11 v i ~ 11 .1 I , ~ 1 3 ~ ~ 1
19 20 66.50 5 - ? ~ 7 .r, , 9 p ~ ' • , 20 15 42 5 ~ ~ ~ 1 x. i w • 1 , E, ~
1 98• ~ ~ .0' 7 , t0.6 I IS WIF 1 1 I 111 & ~
22 15 25.50 4 / 1 SWALE 0,0 ~ 1~ 23 20 76.50 5 - 1 5 1 \ 9.31 - . - - _ - - 1 ~ MER, R ~ 1 l , • FAR pRME ~ ~ p,N1E E• F k
24 15 26 M ~ \ 68 3 ~ ~ 74 1. 1 g 1 a2. D p,R1E 381
25 15 22 4 ~ 1 ~ ~ ~ 7 0, 26 15 24 4 I `0 ~ 1 7 'o. , ~ g0, p' 1 . 1 i 7 ~ .6 E D • RIV
N . • I 73 27 20 79 5 ~ eo ~ 2 1 1 ~ ~ ° 71 1 ~ IFE, ~ D ~ & W ~E g6. R 1 R~
28 15 24 4 ~ ~ 6~ 29 15 17 3 ti 69 N N 180• 1 p,KE U7 .o ~I ~ ~ WNI
1' 30 20 42 5 N teo ~ ~ : • 1 ~ ~ U p,M 1 ~ , T W11. ER
31 20 67.50 5 ~ Q Nsoo' 1 a~ 1 IP pBER IZ PK ~ 1 36 z5. ' R WN s~ 3 ~ 7 1 , ~HRI p.45 ~ .,1 1x49, 1
32 20 76.50 5 ~ ao' ~ 7 33 15 40.50 5 ~ 1 p.B
34 15 42 4 1 ~ _ ---415-s'- / $ 1.0 X21 ' / ~ ~ ~ 1 • • M6~ . 1 0.1 611 i \3 ~ 1
35 15 50 5 82 .4 c,WA o • M~~ 4:~-- .__.gN- -94:7 ~ ~ 0 ~ , ~ 36 15 25 5 ~ g.6 79 ~ - ~ ~ 9'
7 1 1 ~ T~•0 . 3 5 17 3 1 ~ b V, III ~ WETLAND CROSSING
38 15 25.50 4 ~ 0 " I I h SWA ~ ~ . . 39 15 45 4 ~ ~ ~ 37.3' SIGN 1 , EC g0 ~ MAP
40 20 43 5 I ~ ~ 81 .4 ~ 1 ~ $2 N , - ~ g, ~ QppS K,18 ~ ~ 2. RAW 1.• 1
41 20 76.50 5 82. $3 ~ 1~ 19• 1d. o IP ~ E 24~ / 12g - 5 . 4, r i ~ 132
in Oya . ~ 43 20 76.50 5 I • ~ ~ - $ ~ ~ M.B• 1 / ~ • 131 l28 / ~ M C LINE SEE SHEET 2 OF 20
1 - + 44 20 41 5 2 2 I o, 0 2 S: tswALE ~ ~ g 4 45 20 70.50 5 ~ ~•t~' , ~ $ ~ 3 i / } A 94 1
46 15 30 4 I _ ~ ~ ~ 10~ 41 0• ~ • wP~ MA ~ LINE SEE SHEET 3 OF 20
47 20 85.50 5 1 2.4' ~ I 182.4' , ~ : ~ ' • ~ ' MBA ' 180'0 I 85 ~ - ~ . % ~.0 20 ~ , ~ t>~o ` 1 EX 1
ae 20 7a 5 ~ - ~o , ~ g 55,7 ~ 49 15 34.50 4 o I 3 - ~ , , ~ 0' ~ m 1 I SKETCH-PRELIMINARY MAP ~1 ~ •6 . ~ ~ RAINAGE PLAN 1 1 i , , GENERAL GRADING & D
50 20 85.50 5 3 b ~ 11 10 ~ 9 2 S ~ 1~ SHOWING
51 15 24 3 ~ ~ ~ ~ .tar ~ ' I 62. ' 0' ' ~ 1 ~ 52 15 22 4 00 t- 0 100•,. ~ ~ ~ P~ • Q
~ ~ 1 w 8 . 182.4
' ' : • ~0, ~ . ~ to NI ' RR S SECTION III-8 ~ f ~
\ ~ 0 86 4 / . J 1g r, ,-__a CHE .2 , SL.K-1890 o ~ ',,.r' 37.9' ° M•B•~~ P PREPARED FOR
24 0 ~ . I 7.8' 1 j , I ~ 13 690 S.F. I
I I ~ 97 Z ~ 88 1 ~ ~
182.4 ~ ~ 182.4 ~ ~ ~ c~ ~ (P , ~ $ ~ ~ 1s.o' WETLAND ~ 'o. ' ~ 33.2 b RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
ti.. 87 ~ 98 • ~ - 1s CROSSING t18• ' ~ , ~ - . ~ ~ PREPARED BY ~e~ . ~ , - , 104 LF OF
I. x , Mel 125 ° ° 109 ~'o - I i JOHN L. PIERCE & ASSOCIATES P.A. o ~ '
o ~ ~ ~t. _x.;,.;. i ~0~.~1 a STREAM ~ 1 2 • 125 A KSONVILLE NC 28540 . ~ I ;,1 409 JOHNSON BLVD. J C
MATCH LINE SEE SHEET 2 OF 20 23.4' ' 182.4' ~ 182.4' 44.0 s 00 ~ X01.0 "~~T. , _ CROSSING ~ ' g6,t 0 177 3164 - PHONE: [phone] DATE: APRIL 21, 2004 a- ~ ~
MATCH LINE SEE SHEET 3 OF 20 ~ ~ 10 ' .o' ~ ` = 1 SCALE: t 200' F.B. 570, PG. 49 g2 , N 1 s.0' ~ ,a--~
~ , 7.0 ~O ' 1 J 108 82.0 ' s--e' JOB #991381 FILE NAME: CHERRY DEVELOPERS 82.0 1 ~
~ ~ ° • ~ ° 02 •o. , , E. JEROME VENTERS, JR d< WIFE, ~ a ~ ° ~ a ~ ~ 0 ~ ' 21 m•
PHYLLIS B. VENTERS ~ 0 01 ~ ' g0. ORS "I I" 10 ~ ~ •i ' • D.8.597, P.367 , , d' I ~ ~ n n I I ~ ~ 1 ~ GRAPHIC SCALE " ~ 1 176 6k. 1 6'
~ 211 1 1 3 I ~ OWNER W
U6 10 05 11 1 iu4 \ \,~85v/ i13-o-rj N1111 A 1 1 1 10 1 1W 1 1 ` 1:0+1 / r 100 0 50 ~w cw Q CHERRYWOOD DEVELOPERS, INC.
1N P.O. BOX 1685
127 107 JACKSONVILLE. N.C. 28546
PHONE: [phone] ( IN FEET )
1 inch = 100 tk