20200357 Ver 2_Stormwater Site Plans_20201231

BKO17427PGO2448 WAKE COUNTY, NC
CHARLES P. GILLIAM
REGISTER OF DEEDS
PRESENTED & RECORDED ON
04-30-2019 AT 14:44:11
STATE OF NC REAL ESTATE
EXCISE TAX: $130.00
BOOK: 017427 PAGE: 02448 - 02475
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:. C
Parcel Identifier No. 0242136 Verified by County on the day of 20
By: —
Mail/Box to: GRANTEE
This instrument was prepared by: Kohn Law. P1.1-C. 205 W. Millbrook Road, Ste 210 Raleigh, NC 27609
Brief description for the Index: LOT RCMB Fairfield Lynn Road LP BM 1998-1110,
THIS DEED made this -'L" — day of
GRANTOR
Judith Dawn Adams, unmarried
3025 Westbury Drive
Raleigh, NC 27607
by and between
GRANTEE
Marlowe & Moye, LLC, a North Carolina limited liability
company
P.O. Box 20667
Raleigh, NC 27619
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular,
plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or condominium unit
situated in the City of Ralcialt I Township, Wake County,
North Carolina and more particularly described as follows:
See Exhibit "A" attached hereto.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1998 page 1110
All or a portion of the property herein conveyed _ includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book
Page 1 of 2
NC Bar Association Form No. 3 © 1976, Revised © 1977, 2002, 2013
Printed by Agreement with the NC Bar Association —1981
1998 page 1110
This standard form has been approved by:
North Carolina Bar Association —NC Bar Form No_ 3
submitted electronically by "Kohn Law, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the wake County Register of Deeds.

BKO17427PGO2449
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Simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever, other than the following exceptions:
Easements, covenants and restrictions of record and ad valorem property taxes for 2019 and subsequent years, not yet due and payable.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
(Entity Name)
By:
Print/Type Name & Title:
By:
Print/Type Name & Title:
By:
Print/Type Name & Title:
(SEAL)
UType Narne:
(SEAL)
Print/Type Name:
_(SEAL)
Print/Type Name:
SEAL
Print(Type Name:
htate of—NorthCato] ina - County or City of .U)qj5p 2
I, the undersigned Notary Public of the County or City of
Judith Dawn Adams
execution
r1� regoing instrum
20fent for the purpassfed
Notary eabflc C
My Commission Expires: `I �'� ��� =_ Cl)
(Affix Seal) county
State of - County or V
1, the undersigned Notary Public of the Count rfftleftol
execution of the foregoing instrument for the purposes therein expressed.
20_
My Commission Expires:
(Affix Seal)
'�—F►1� and State aforesaid, certify that
personally appeared before me this day and acknowledge the due
Witness my hand and Notarial stamp or seal this J l day of
AA
c;-;o�1ir✓ "Notary Public
Notary's Printed or Typed Name
and State aforesaid, certify that
personally appeared before me this day and acknowledged the due
Witness my hand and Notarial stamp or seal this day of
Notary Public
Notary's Printed or Typed Name
La Le 01 - County Or City of
I, the undersigned Notary Public of the County or City of and State aforesaid, certify that
personally came before me this day and acknowledged that
he is the of , a North Carolina or
corporation/limited liability company/general partnership/limited partnership (strike through the
inapplicable), and that by authority duly given and as the act of such entity, he signed the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Notarial stamp or seal, this day of 2p
My Commission Expires:
(Affix Seal)
Notary Public
Notary's Printed or Typed Name
Page 2 of 2
NC Bar Association Form No_ 3 © I976, Revised @ 1977, 2 M, 2013 This standard form has been approved by:
Printed by Agreement with the NC Bar Association —1981 North Carolina Bar Association — NC Bar Form No_ 3

BKO17427PGO2450
ATTACHMENT
T4%AIbi T 1A A "
BEING all of Lot 1, containing 0.917 acres, more or less, as shown on recombination map entitled "Recombination
of Lots 1, 2, 3, 9Aand 913 J R.'Adams Property into Lots 1, 2, 3, and 4 Grove Barton Subdivision and the
Dedication of Right of Way of Dole Cope Road and Grove Barton Road - J. R. Adams, Owner - Raleigh, N.C."
prepared by John Y. Phelps, Jr., Registered Surveyor, and recorded in Book of Maps 1998, Page 1098, Wake
County Registry. See also, Book of Maps 1998, Pages 1110 and 1111, Wake County Registry.
THIS CONVEYANCE IS MADE IN ACCORDANCE WITH THE ORDER CONFIRMING PLAN OF REORGANIZATION
ENTERED MARCH 18, 2019, BY JOSEPH N. CALLAWAY, UNITED STATES BANKRUPTCY JUDGE, IN CHAPTER
11 CASE NO. 18-00496-5-JNC, IN RE: JUDITH DAWN ADAMS, DEBTOR, IN THE UNITED STATES BANKRUPTCY
COURT FOR THE EASTERN DISTRICT OF NORTH CAROLINA RALEIGH DIVISION, APPROVING THE SALE OF
THE SUBJECT PROPERTY FREE AND CLEAR OF ALL EXISTING LIENS, ATRUE COPY OF WHICH IS
ATTACHED HERETO AS EXHIBIT "B".
RE9117
7401 Hilburn Drive, Raleigh, NC 27613

BKO17427PGO2451
Case 18-00496-5-JNC Doc 166
SO ORDERED.
SIGNED this 18 day of. March, 2019.
Filed 03/18/19 Entered 03/18/191
25
Z` (-Nk kbll z�
Qe':2-� OZW'04�
§6-s—epfi N. Call4way
United States Bankra y Judge
UNITED STATES BANKRUPTCY COURT
FOR THE EASTERN DISTRICT OF NORTH CAROLINA
RALEIGH DIVISION
IN RE:
JUDITH DAWN ADAMS,
DEBTOR.
Chapter 11
Case No. l 8-00496-5-JNC
ORDER CONFIRMING PLAN OF REORGANIZATION
The Third Amended Plan of Reorganization under Chapter 11 of the United States
Bankruptcy Code fled by Debtor Judith Dawn Adams on January 11, 2019 and Third Amended
Disclosure Statement filed on January 11, 2019 (collectively the 'Plan'), having been
transmitted to creditors and security holders of the Debtor; sufficient and proper notice having
been given; and the Plan having come before the Court for hearing on confirmation on March 7,
2019 and it appearing to the Court, and the Court finding that:
1. It has been determined that the Third Amended Disclosure Statement relating to
the Third Amended Plan of Reorganization filed by the Debtor on January 11, 2019 contains
adequate information as required by 11 U.S.C. § 1125 and was conditionally approved pursuant
to an Order of this Court dated January 15, 2019,
2. It has been determined after hearing on notice that the Plan meets the
requirements for confirmation set forth in 11 U.S.C. § 1129(a).
Of

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3. A copy of the Plan is attached as Exhibit "A".
IT IS THEREFORE ORDERED THAT:
1. The Third Amended Disclosure Statement relating to the Third Amended Plan of
Reorganization filed by the Debtor on January 11, 2019 contains adequate information about the
Plan of Reorganization within the purview of 11 U.S.C. § 1125 and is APPROVED.
2. The Third Amended Plan of Reorganization filed by the Debtor on January 11,
2019 and attached to this Order as Exhibit "All is CONFIRMED.
3. The Debtor shall file Post -Confirmation Reports with the Clerk of the Bankruptcy
Court pursuant to 11 U.S.C. § 1106(a)(7) with a copy served on the Bankruptcy Administrator.
4. The first Post -Confirmation Report shall be due for the period between the
Effective Date of the Plan and June 30, 2019. The Debtor shall file subsequent reports at the end
of every succeeding quarter (March 31, June 30, September 30, December 31), until the Plan is
substantially consummated. Quarterly Reports shall reflect any progress made in consummating
the Plan during the period covered by the report. Post Confirmation Reports shall be filed in the
format prescribed by the Bankruptcy Administrator.
5. The deadline for filing objections to claims is established as thirty (30) days after
the occurrence of the Effective Date of the Plan. The deadline for filing Administrative Claims is
established as thirty (30) days after the Effective Date of the Plan, except that services rendered
post -confirmation by professionals employed in the case, in furtherance or implementation of the
Plan, including counsel for the Debtor and accountants, shall not be subject to any deadline.
6. Within thirty (30) days of substantial consummation of the Plan as defined by 11
U.S.C. § 1101 (2), the Debtor shall file a final report, in a format prescribed by the Bankruptcy

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Administrator, reflecting the payments made for all costs of administration and each classof
creditor, and a motion for the entry of a Final Decree pursuant to Rule 3022 of the Federal Rules
of Bankruptcy Procedure. If there are any adversary proceedings pending at the time the motion
for a final decree is filed, a final decree can be entered, but closing of the bankruptcy case will be
deferred until the adversary proceedings are resolved.
7. The Debtor shall pay to the Clerk of the United States Bankruptcy Court the sum
of $0.00 for court costs. The Debtor shall continue to pay quarterly fees until it applies for its
Final Decree.
8, The Debtor shall serve a copy of this Order on all creditors within five (5) days of
the entry of this Order and promptly file a Certificate of Service with the Clerk.
9. To the extent it is consistent with the terms of 28 U.S.C. § 1334, this Court retains
jurisdiction over this case with respect to the interpretation and implementation of the terms and
conditions of this Order and the Plan.
END OF DOCUMENT

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EXHIBIT A

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IN THE UNITED STATES BANKRUPTCY COURT
FOR THE EASTERN DISTRICT OF NORTH CAROLINA
RALEIGH DIVISION
IN RE:
JUDITH DAWN ADAMS,
DEBTOR
CASE NO. 18-00496-5-JNC
CHAPTER 11
DEBTOR'S THIRD MODIFIED CHAPTER 11 PLAN OF REORGANIZATION
DATED JANUARY 11, 2019
Pursuant to 11 U.S.C. § 1121(a) and the provisions of 11 U.S.C. § 1123, Debtor Judith
Dawn Adams submits the following Chapter 11 Plan, which has been modified pursuant to 11
U.S.C. § 1127(a). Pursuant to Local Rule 4002-1(c)(12), a redlined copy of the plan illustrating
changes made to the last submitted plan is attached as Exhibit 1. Subject to certain restrictions
set forth in 11 U.S.C. § 1127 and Fed. R. Bankr. P. 3019, the Debtor reserves the right to amend
or withdraw this Plan prior to its substantial consummation.
I. SUMMARY OF PLAN
The Debtor's Third Modified Plan of Reorganization ("Plan") proposes that all creditors
receive distributions in cash on account of their allowed claims. The means of execution for the
Debtor's Plan will involve payments from (1) funds available to the Debtor, (2) Debtor's
disposable income, and (3) the sale of Debtor's assets.
The Debtor will pay the administrative costs in full on the Effective Date or upon such
other mutually acceptable terms as the parties may agree.
Any and all priority taxes due and owing to the Internal Revenue Service ("IRS"), N.C.
Department of Revenue ("NCDOR"), or any county or city taxing authority shall be paid over a
period of no more than five (5) years and shall include interest at the rate set by Internal Revenue
Code Sections 6601 and 6621.
The Debtor's real estate located at 3025 Westbury Drive, Raleigh, North Carolina is
encumbered by a first mortgage held by Wells Fargo Bank. The Debtor shall treat this claim as
outlined more fully herein.
The Debtor's real estate located at (i) 3025 Westbury Drive, Raleigh, North Carolina; (ii)
3900 Doie Cope Road, Raleigh, North Carolina; (iii) 7401 Hilburn Drive, Raleigh, North
Carolina; and (iv) 7700 Glenwood Avenue, Raleigh, North Carolina is encumbered by liens
securing ad valorem taxes owed to Wake County Revenue Department. The Debtor shall treat
these claims as outlined more fully herein.

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The Debtor's real estate located at (i) 3025 Westbury Drive, Raleigh, North Carolina; (ii)
3900 Doie Cope Road, Raleigh, North Carolina; (iii) 7401 Hilburn Drive, Raleigh, North
Carolina; and (iv) 7700 Glenwood Avenue, Raleigh, North Carolina is encumbered by judgment
liens in favor of Creative Touch Interiors, Inc., now known as ISI Design and Installation
Solutions, Inc. ("ISI"), Professional Builders Supply, LLC ("PBS"), Michael and Hope Ward
(the "Wards"), and Coriano Construction Corporation ("CCC"). The Debtor shall treat these
claims as outlined more fully herein.
The Debtor's investment account held with SunTrust Investment Services, Inc. ("STIS")
is encumbered by liens securing two credit lines with SunTrust Bank. The Debtor shall treat
these claims as outlined more fully herein.
The approximate total of estimated general unsecured claims asserted against the Debtor
is $8,116,489,63. In accordance with the liquidation analysis attached to the Debtor's Disclosure
Statement as Exhibit "A", the Debtor will pay the allowed unsecured claim holders as set forth
herein.
The Debtor's liabilities will be paid according to the priorities of the Bankruptcy Code
and the Orders of this Court. The specific amounts and terms of payment will be made according
to the treatment of each respective creditor.
H. DEFINITIONS AND CONSTRUCTION
1.1 Definitions. The following terms used in the Chapter 11 Plan shall, unless the
context otherwise requires, have the meanings specified below:
Administrative Claim: a Claim incurred by the Debtor on or after the Petition Date and
before the Effective Date for costs or expenses of administration of the Chapter 11 Case entitled
to priority under sections 503(b) and 507(a)(1) of the Bankruptcy Code.
Allowed: when used in the context of a Claim, means: any claim (a) which shall have
been listed by the Debtor as undisputed, non -contingent and liquidated on the Schedules filed
with the Court; (b) which shall have been properly filed as a Proof of Claim with the United
States Bankruptcy Court prior to Confirmation, and to the extent that the underlying claim is
based on a judgment, such judgment is a final judgment for which no appeal by the Debtor is.
pending in state or federal court, and to which Debtor does not file an objection with the United
States Bankruptcy Court, or which is ultimately allowed by the Bankruptcy Court over such an
objection; or (c) which arose out of the rejection of an executory contract or unexpired lease as
provided for by the terms of this Plan, and which shall have been properly filed as a Proof of
Claim with the United States Bankruptcy Court on or before the expiration of thirty (30) days
after the Effective Date, and to which Debtor does not file an objection or which is ultimately
allowed by the Bankruptcy Court over any such objection. Where there is a difference between
the amounts .scheduled as undisputed by the Debtor in their Schedules and the amount set forth in
the Proof of Claim filed by an affected creditor, the amount shown in the Proof of Claim shall
govern for purposes of allowance unless objected to by the Debtor, in which case, the Claim
shall be the amount allowed by the Bankruptcy Court. Unless otherwise specified in the Plan,

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Allowed Claim shall not include interest on the principal amount of the claim from and after the
Petition Date.
Bankruptcy Code: Title I 1 of the United States Code, as now in effect or hereafter
amended to the extent such amendment is applicable to the Chapter 11 Case.
Bankruptcy Court: the United States Bankruptcy Court for the Eastern District of
North Carolina, including the United States Bankruptcy Judge presiding in this case.
Bankruptcy Rules: the Federal Rules of Bankruptcy Procedure, as prescribed by the
United States Supreme Court pursuant to section 2075 of title 28 of the United States Code, and
the local rules of the Bankruptcy Court, as now in effect or hereafter amended to the extent such
amendment is applicable to the Chapter 11 Case.
Business Day: any day other than a Saturday, Sunday or legal holiday as such term is
defined in Bankruptcy Rule 9006(a).
Claim: a claim as defined in section 101(5) of the Bankruptcy Code.
Class: any one of the Classes of Claims or Interests designated in Article IV of the Plan.
Confirmation Date: the date upon which an order confirming this Plan in accordance
with the provisions of Chapter 11 of the Bankruptcy Code, entered by the Bankruptcy Court,
becomes a Final Order.
Creditor: any Entity that is the holder of a Claim against the Debtor that arose on or
before the Petition Date or a Claim against the Debtor's estate of the kind specified in §§ 502(g),
502(h), or 502(i) of the Bankruptcy Code.
Debtor: Judith Dawn Adams.
Disclosure Statement: that certain Disclosure Statement in support of Debtor's Chapter
11 Plan of Reorganization filed in connection with this Plan, to be presented for approval by the
Bankruptcy Court as containing adequate information in accordance with section 1125 of the
Bankruptcy Code, all appendices thereto, and any amendments or modifications thereof.
Disputed Claim: any Claim or Administrative Claim (i) as to which a timely objection
or request for estimation in accordance with the Bankruptcy Code and Bankruptcy Rules, or
otherwise disputed in accordance with applicable law, has been interposed and (ii) that has not
been withdrawn or determined by a Final Order.
Distribution(s): the distribution of cash or other property to be made in accordance with
this Plan.
Effective Date: the date on which the Order Confirming Plan becomes final and non -
appealable.

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Entity: an individual, a corporation, a partnership, an association, a joint stock company,
a joint venture, an estate, a trust, or an incorporated organization.
Final Order: an order or judgment of the Bankruptcy Court that has not been reversed,
stayed, modified or amended and as to which any prescribed time to appeal has expired and no
petition for certiorari is pending, or as to which any right to appeal or petition for certiorari has
been waived in writing in a manner satisfactory to the Debtor or, if an appeal or certiorari thereof
has been sought, the order or judgment of the Bankruptcy Court has been affirmed by the highest
court to which the order was appealed, or certiorari has been denied, and the prescribed time to
take any further appeal or to seek certiorari or f u ther reargument or rehearing of any appeal has
expired.
Petition Date: February 2, 2018, the date upon which the Debtor filed with the
Bankruptcy Court their petition for relief under title 11, commencing the above -referenced
Chapter 11 case.
Plan: this Plan of Reorganization, either in its present form or as it may be altered,
amended or modified from time to time.
Priority Claims: any Claim, other than an Administrative Claim, which is entitled to
priority in payment under § 507 of the Bankruptcy Code.
Pro Rata: the ratio, as of the date of determination thereof, of the amount of the Allowed
Claims held by any Creditor in the indicated Classes to the aggregate to the amount of Allowed
Claims in the indicated Classes (including, in each such calculation, the full amount of Disputed
Claims in the indicated Classes that have been asserted or are otherwise pending and that have
not yet been allowed or otherwise disposed of).
Secured Claim: the portion of any Claim against the Debtor determined in accordance
with section 506(a) of the Bankruptcy Code, as of the Confirmation Date, secured by a valid,
perfected and unavoidable lien.
Unsecured Claim: any Claim other than an Administrative Claim, a Priority Claim, or a
Secured Claim.
Unsecured Creditor: any Creditor that holds an Unsecured Claim.
1.2 Construction: Where not inconsistent or in conflict with the provisions of the
Plan, the words and phrases used herein shall have the meanings ascribed to them in the
Bankruptcy Code and in the Bankruptcy Rules,
III. TREATMENT OF ADMINISTRATIVE AND PRIORITY TAX CLAIMS
A. Administrative Claims. Administrative costs and expenses approved by the
Court shall be paid in cash and in full on the Effective Date of the Plan. In the event that funds

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are not available to pay such costs and expenses on the Effective Date of the Plan, then each
holder of such a claim will receive monthly payments from the Debtor's cash flow until paid in
full
EXCEPT FOR COURT APPROVED PROFESSIONALS, ALL OTHER ADMINISTRATIVE
CLAIMS AGAINST THE ESTATE MUST BE FILED WITHIN SIXTY DAYS (60) FROM
THE EFFECTIVE DATE OR THE SAME SHALL BE DEEMED BARRED.
B. Priority Tax Claims. The Debtor proposes to pay any such claims in full within
five (5) years of the Effective Date and such payment shall include interest at the rate set by
Internal Revenue Code Sections 66.01 and 6621 and N.C. Gen. Stat. § 105-241.21. The only
priority tax claims of which Debtor is aware belong to Wake County Revenue Department,
which will be treated as outlined more fully herein. Notwithstanding the foregoing, the holder
of an allowed Priority Tax Claim shall not be entitled to receive any payment on account of any
penalty arising with respect to or in connection with the allowed Priority Tax Claim. Any Claim
or demand for any such penalty will be subject to treatment as an Unsecured Claim, to the extent
allowed.
IV. CLASSIFICATION AND TREATMENT OF CLAIMS AND INTERESTS
In accordance with section 1123(a)(1) of the Bankruptcy Code, Administrative Claims
and Priority Tax Claims have not been classified and are excluded from the following Classes.
Section III describes the treatment of Administrative Claims and Priority Tax Claims. For the
purposes of this Plan, holders of Claims against the Debtor are classified as follows in
accordance with section 1122(a) of the Bankruptcy Code:
Class 1 — Priority Non -Tax Claims
Class 2 — Wells Fargo Bank
Class 3 — Wake County Revenue Department (Westbury Drive)
Class 4 — Wake County Revenue Department (Hillburn Drive)
Class 5 — Wake County Revenue Department (Doie Cope Road and Glenwood Ave.)
Class 6 — ISI Design and Installation Solutions, Inc.
Class 6A — Professional Builders Supply, LLC
Class 6B — Michael & Hope Ward
Class 6C — Coriano Construction Corporation
Class 7 — SunTrust Bank
Class S — Administrative Convenience Class
Class 9 — General Unsecured Claims
The Debtor classifies the following classes of claims, indicating whether said class is
impaired or unimpaired, and proposes the following treatment:

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A. Class 1— Priority Non -Tax Claims.
(1) Description of Class. This class consists of holders of claim pursuant to 11
U.S.C. § 507, except for claims asserted pursuant to 11 U.S.C. § 508, which are separately
addressed herein. The Debtor does not believe there are any claims in this class.
(2) Treatment. On the Effective Date, the holders of Allowed Claims in Class 1 shall
receive (a) all amounts to which such holder is entitled on account of such allowed Claim on the
later of (i) the Effective Date or (ii) the date when such allowed Claim becomes due and payable
according to its terms and conditions, or (b) such other, less favorable treatment as is agreed
upon by the Debtor and the holder of such allowed Priority Non -Tax Claim.
(3) Impairing . Class 1 is unimpaired.
B. Class 2 — Wells Fargo Bank, N.A.
(1) Description of Class. On December 13, 2006, Debtor entered into a Prime Equity
Line of Credit Agreement with Wachovia Bank, NA (now Wells Fargo Bank, N.A.) with a
maximum credit Iimit of $500,000.00 (the "2006 Equity Line"). The 2006 Equity Line had 15-
year draw period and an original maturity date of December 12, 2036, with interest accruing at a
variable rate defined as the prime rate plus a margin of-0.25%. The 2006 Equity Line required
monthly interest payments calculated on the monthly average daily balance. The 2006 Equity
Line is secured by a Deed of Trust on the real property located at 3025 Westbury Drive, Raleigh
North Carolina as recorded in the Wake County Register of Deeds on January 31, 2007 (Book
12380, page 2671-2685). According to the Proof of Claim (Claim No. 3) filed by Wells Fargo
on March 8, 2018, the outstanding balance owed to Wells Fargo on the 2006 Equity Line as of
the Petition Date was $501,585.99
(2) Treatment. The Debtor shall resume the ongoing payments due under the terms
of the 2006 Equity Line beginning with the contractual payment due for February 18, 2019. The
monthly payment is $2,165.04. This amount is subject to change. As of the Effective Date of
the Plan, the amount due to reinstate loan will be approximately $24,330.97. This amount shall
be cured by the payment of 24 installments in the approximate amount of $1,013.79 beginning
February 18, 2019 and continuing on the first of each month thereafter until such amount is paid
in full. These approximate figures may be finalized by stipulation prior to the Effective Date. In
the event that the Debtor fails to pay any of the above -described amounts when due, Wells Fargo
may obtain relief from any applicable stay with respect to the Real Property by sending a notice
via regular first-class mail to Debtor and Debtor's counsel setting forth the dates and amount of
default. In the event that the default is not cured within 30 days of the date of such notice, any
automatic stay which is then in effect shall be deemed immediately modified effective as of such
date to permit Wells Fargo to pursue any remedies permitted under the terms of the Note and
Deed of Trust. Wells Fargo is authorized to send monthly billing statements to the Debtor
reflecting the revised terms outlined in the Confirmed Plan. Except as expressly set forth herein,
all remaining terms of the Note and Deed of Trust shall remain in full force and effect.

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(3) Irn ainnent. Class 2 is impaired.
C. Class 3 — Wake County Revenue Department
(1) Descdption of Class. Debtor is indebted to Wake County Revenue Department.
for 2017 and 2018 property taxes related to the real property located at 3025 Westbury Drive,
Raleigh, North Carolina (the "Westbury Property") in the amount of $9,175.35 (the "Westbury
Taxes"). The Westbury Taxes are secured by a first -priority statutory lien against the Westbury
Property pursuant to N.C. Gen. Stat. § 105-355 and 105-356(a)(1).
(2) Treatment. Pursuant to 11 U.S.C. § 506(a), the Westbury Taxes shall be treated
as a fully secured claim in the amount of $9,175.35 based upon the value of the collateral
securing this claim. This creditor shall retain its liens pursuant to Section 1129(b)(2)(A)(i)(I) of
the Bankruptcy Code until the Westbury Taxes are paid in full. The Debtor proposes to pay the
the Westbury Taxes in full from funds on hand within thirty (30) days of the Effective Date.
(3) iMpairment. Class 3 is unimpaired.
D. Class 4 — Wake County Revenue Department
(1) Description of Class. Debtor is indebted to Wake County Revenue Department
for 2017 property taxes related to the real property located at 7401 Hilburn Drive, Raleigh, North
Carolina (the "Hilburn Property") in the amount of $1,138.96 (the "Hilburn Taxes"). The
Hilburn Taxes are secured by a first -priority statutory lien against the Hilburn Property pursuant
to N.C. Gen. Stat. § 105-355 and 105-356(a)(1).
(2) Treatment of Claims. Pursuant to 11 U.S.C. § 506(a), the Hilburn Taxes shall be
treated as a fully secured claim in the amount of $1,138.96 based upon the value of the collateral
securing this claim. This creditor shall retain its liens pursuant to Section 1129(b)(2)(A)(i)(I) of
the Bankruptcy Code until the Hilburn Taxes are paid in full. The Debtor proposes to pay the the
Hilburn Taxes in full within 180 days of the Effective Date from proceeds of the sale of the
Hilburn Property pursuant to i 1 U.S.C. § 1129(b)(2)(A)(ii).
(3) Impairment. Class 4 is unimpaired.
E. Class 5 — Wake County Revenue Department
(1) Description of Class: Debtor is indebted to Wake County Revenue Department
for 2017 and 2018 property taxes related to the real property located at 3900 Doie Cope Road,
Raleigh, North Carolina (the "Doie Cope Property") in the amount of $3,807.42 (the "Doie Cope
Taxes") and related to the property located at 7700 Glenwood Avenue, Raleigh, North Carolina
(the "Glenwood Property") in the amount of $5,062.49 (the "Glenwood Taxes"). The Doie Cope
Taxes and Glenwood Taxes are secured by a first -priority statutory lien against the respective
properties pursuant to N.C. Gen. Stat. § 105-355 and 105-356(a)(1).

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(2) Treatment: Pursuant to 11 U.S.C. § 506(a), the Doie Cope Taxes and Glenwood
Taxes shall be treated as fully secured claims in the amount of $3,807.42 and $5,062.49 based
upon the value of the collateral securing these claims. This creditor shall retain its liens on the
respective properties pursuant to Section I I29(b)(2)(A)(i)(I) of the Bankruptcy Code until the
Doie Cope Taxes and Glenwood Taxes are paid in full. The Debtor proposes to pay the the Doie
Cope Takes and Glenwood Taxes in full from funds on hand within thirty (30) days of the
Effective Date.
(3) Im airment. Class 5 is unimpaired.
F. Class 6 — ISI Design and Installation Solutions, Inc.
(1) Description of Class. On October 14, 2015, Creative Touch Interiors, Inc., now
known as ISI Design and Installation Solutions, Inc. ("ISI"), obtained a judgment against the
Debtor and others in the amount of $2,923,758.12 plus post judgment interest. The Debtor's real
estate located at (i) 3025 Westbury Drive, Raleigh, North Carolina; (ii) 3900 Doie Cope Road,
Raleigh, North Carolina; (iii) 7401 Hilburn Drive, Raleigh, North Carolina; and (iv) 7700
GIenwood Avenue, Raleigh, North Carolina is encumbered by a lien resulting from ISI's
judgment pursuant to N.C. Gen. Stat. § 1-234.
(2) Treatment of Claims. Pursuant to 11 U.S.C. § 506(a), this obligation shall be
treated as a secured obligation of the Debtor up to the value of the Debtor's interests in the Doie
Cope, Hilburn, and Glenwood Properties, with the remaining- balance of ISI's claim to be, treated
as a general unsecured claim in Class 9. Because the Westbury Property has insufficient value as
of the Petition Date to secure any portion of ISI's judgment lien, pursuant to 11 U.S.C. §§ 506(a)
and 506(d), upon confirmation of the Plan, ISI's judgment shall no longer constitute a lien or
encumbrance against the Westbury Property. ISI shall file a partial satisfaction of its judgment
with respect to the Westbury Property in +t,e public.record within 120 days after the Effective
Date. In the event that ISI or its successors or assigns fail to timely file an appropriate partial
satisfaction, the Debtor may file a certified copy of the order confirming this Plan with the Wake
County. Clerk of Superior Court and such filing shall constitute partial satisfaction of ISI's
judgment with respect to the Westbury Property.
The secured portion of ISI's claim shall be satisfied as follows:
a. Pursuant to I U.S.C. § 1129(b)(2)(A)(ii), confirmation of this Plan shall
constitute approval for the sale of the Hilburn Property free and clear of liens
to Stewart Marlowe pursuant to the Agreement for Purchase and Sale of Real
Property attached to the Plan as Exhibit 2 and Settlement Statement attached
to the Plan as Exhibit 3. ISI shall receive all proceeds of such sale after
payment of ad valorem taxes and other customary closing expenses in full
satisfaction of its lien and secured claim with respect to the Hilburn Property.
Such sale shall be consummated within 90 days after the Effective Date.
b. Pursuant to 11 U.S.C. § 1129(b)(2)(A)(iii), Debtor will release her interests in
the Doie Cope and Glenwood Properties in full satisfaction of ISI's secured

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claim with respect to those properties. In exchange for such release; ISI shall
credit $54,171.88 toward its claim for the Doie Cope Property and $72,043.16
toward its claim for the Glenwood Avenue Property. Debtor will not pay any
ad valorem taxes that become due with respect to the Doie Cope Property or
the Glenwood Avenue Property alter the Effective Date. ISI shall be
permitted to foreclose or execute on its collateral on or after the Effective
Date. Any such foreclosure or execution sale shall not alter the credit toward
ISI's claim set out in this paragraph.
ISI shall retain its liens with the priority that existed on the Petition Date pursuant to
Section 1129(b)(2)(A)(i)(I) of the Bankruptcy Code until its secured claim is paid in full from
the sale proceeds. ISI shall have 120 days following the Effective Date to file a proof of claim
for any deficiency owed after the transfers described above or be forever barred from asserting
any deficiency claim and such obligation shall be deemed paid in full. Such proof of claim shall
include an itemization of the principal, interest, and other costs. Any such deficiency claim shall
be treated as a general unsecured claim in accordance with the treatment of Class 9 set out below
and ISI's lien shall be void with respect to the property sold pursuant to 1 I U.S.C. § § 506(d) and
1141(c).
(3) Impairment. Class 6 is impaired.
G. Class 6A — Professional Builders Supply, LLC
(1) Description of Class. On January 4, 2016, Professional Builders Supply, LLC
("PBS") obtained a judgment against the Debtor in New Hanover County Superior Court in the
total claimed amout of $968,384.88. On January 15, 2016, PBS obtained a separate judgment
against the Debtor in Wake County Superior Court in the total claimed amount of $493,754.10.
The Debtor's real estate located at (i) 3025 Westbury Drive, Raleigh, North Carolina (the
"Westbury Property"); (ii) 3900 Doie Cope Road, Raleigh, North Carolina (the "Doie Copc
Property"); (iii) 7401 Hilburn Drive, Raleigh, North Carolina (the "Hilburn Property"); and (iv)
7700 Glenwood Avenue, Raleigh, North Carolina (the "Glenwood Property") is encumbered by
a lien resulting from PBS's Wake County judgment pursuant to N.C. Gen. Stat. § 1-234.
(2) Treatment of Claims. Pursuant to 11 U.S.C. § 506(a), this obligation shall be
treated in its entirety as an unsecured obligation of the Debtor to be paid in Class 9 because the
property on which the creditor has a lien is fully encumbered by other liens and there is no value
as of the Petition; Date to which PBS's lien can attach. Pursuant to 11 U.S.C. §§ 506(a), 506(d),
and 1141(c), upon confirmation of the Plan, PBS's judgment shall no longer constitute a lien or
encumbrance against the properties identified in the preceding paragraph. PBS shall file a
satisfaction of its judgment in the public record within 60 days after the Effective Date. In the
event that PBS or its successors or assigns fail to timely file an appropriate satisfaction, the
Debtor may file a certified copy of the order confirming this Plan with the Wake County Clerk of
Superior Court and such filing shall constitute satisfaction of PBS's Wake County judgment of
record.
(3) Impairment. Class 6A is impaired.

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H. Class 6B - Michael & Hope Ward
(4) Description of Class. On September 22, 2017, Michael &Hope Ward (the
"Wards") obtained a judgment against the Debtor in Wake County Superior Court. The total
amount of their claim as of the date of filing was $221,438.18. The Debtor's real estate located
at (i) 3025 Westbury Drive, Raleigh, North Carolina (the "Westbury Property"); (ii) 3900 Doie
Cope Road, Raleigh, North Carolina (the "Doie Cope Property"); (iii) 7401 Hilburn Drive,
Raleigh, North Carolina (the "Hilburn Property"); and (iv) 7700 Glenwood Avenue, Raleigh,
North Carolina (the "Glenwood Property") is encumbered by a lien resulting from the Ward's
judgment pursuant to N.C. Gen. Stat. § 1-234.
(5) Treatment of Claims. Pursuant to 11 U.S.C. § 506(a), this obligation shall be
treated in its entirety as an unsecured obligation of the Debtor to be paid in Class 9 because the
property on which the creditor has a lien is fully encumbered by other liens and there is no value
as of the Petition Date to which the Wards' lien can attach. Pursuant to 11 U.S.C. §§ 506(a),
506(d), and 1141(c), upon confirmation of the Plan, the Wards' judgment shall no longer
constitute a lien or encumbrance against the properties identified in the preceding paragraph. The
Wards shall file a satisfaction of their judgment in the public record within 60 days after the
Effective Date. In the event that the Wards or their successors or assigns fail to timely file an
appropriate satisfaction, the Debtor may file a certified copy of the order confirming this Plan
with the Wake County Clerk of Superior Court and such filing shall constitute satisfaction of the
Wards' judgment of record.
(6) impairment. Class 6B is impaired.
I. Class 6C — Coriano Construction Corporation
(1) Description of Class. On January 8, 2018, Coriano Construction Corporation
("CCC") obtained a judgment against the Debtor in Wake County Superior Court in the total
claimed amout of $105,54826. The Debtor's real estate located at (i) 3025 Westbury Drive,
Raleigh, North Carolina (the "Westbury Property"); (ii) 3900 Doie Cope Road, Raleigh, North
Carolina (the "Doie Cope Property"); (iii) 7401 Hilburn Drive, Raleigh, North Carolina (the
"Hilburn Property"); and (iv) 7700 Glenwood Avenue, Raleigh, North Carolina (the "Glenwood
Property") is encumbered by a lien resulting from CCC's Wake County judgment pursuant to
N.C. Gen. Stat. § 1-234.
(2) Treatment of Claims. Pursuant to 11 U.S.C. § 506(a), this obligation shall be
treated in its entirety as an unsecured obligation of the Debtor to be paid in Class 9 because the
property on which the creditor has a lien is fully encumbered by other liens and there is no value
as of the Petition Date to which CCC's lien can attach. CCC's lien is further avoidable pursuant
to 11 U.S.C. § 547(b). Accordingly, pursuant to 11 U.S.C. §§ 506(a), 506(d), and 1141(c), upon
_confirmation of the Plan, CCC's judgment shall no longer constitute a lien or encumbrance
against the properties identified in the preceding paragraph. CCC shall file a satisfaction of its
judgment in the public record within 60 days after the Effective Date. In the event that CCC or
its successors or assigns fail to timely file an appropriate satisfaction, the Debtor may file a

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certified copy of the order confirming this Plan with the Wake County Clerk of Superior Court
and such filing shall constitute satisfaction of CCC's Wake County judgment of record.
(3) Impairment. Class 6C is impaired.
J. Class 7 — SunTrust Bank ("SunTrust")
(1) Description of Class.
Claire 5: On March 7, 2016, Debtor entered into a Select Credit Line Agreement
with SunTrust Bank with a credit limit of $1,500,000.00 (the 11.5mi1 Credit Line"). The
$1.5mil Credit Line had an original maturity date of March 5, 2019, with interest accruing at a
variable rate defined as the prime rate plus a margin of +0.0%, set at 3.5% on the date of the
agreement. The $1.5mil Credit Line required interest payments calculated on the average daily
balance. The $1.5mil Credit Line is secured by a Collateral Account Security Agreement
pledging the Debtor's investment account with SunTrust Investment Services, Inc. ("STIS") as
collateral. According to the Proof of Claim (Claim No. 5) filed by SunTrust on March 15, 2018,
the outstanding balance owed to SunTrust on the $1.5mil Credit Line as of the Petition Date was
$1,515,000.00.
Claim 6: On January 22, 2016, Debtor entered into a Select Credit Line
Agreement with SunTrust Bank with a credit limit of $750,000.00 (the 1750k Credit Line").
The $750k Credit Line had an original maturity date of February 5, 2019, with interest accruing
at a variable rate defined as the prime rate plus a margin of +0.0%, set at 3.5% on the date of the
agreement. The $750k Credit Line required interest payments calculated on the average daily
balance. The $750k Credit Line is secured by a Collateral Account Security Agreement pledging
the Debtor's investment account with SunTrust Investment Services, Inc. ("STIS").as collateral.
According to the Proof of Claim (Claim No. 6) filed by SunTrust on March 15, 2018, the
outstanding balance owed to SunTrust on the $1.5mil Credit Line as of the Petition Date was
$732,250.00.
(2) Treatment.
Claim 5 and 6: The Court granted SunTrust relief from stay (D.E. No. 99) under
which SunTrust was permitted to satisfy its claim by liquidation of the investment accounts
securing the claims, which have been paid in full.
(3) Impairment. Class 7 is unimpaired.
K. Class 8 — Administrative Convenience Class for General Unsecured Claims
(1) Description of Class. This class consists of all allowed, undisputed, non -
contingent claims that are not included in Classes 1 though 7 and are in an amount of $5,000.00

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or less as listed in the Debtor's Petition or as otherwise approved by the Court. Notwithstanding
the foregoing, any other creditor with an allowed, undisputed, non -contingent claims that is not
included in Classes 1 though 7 may elect to have its claim reduced to $5,000.00 and to have its
claim treated as a Class 8 claim. Any creditor desiring to reduce its claim to $5,000 must make
that election on its ballot, except as otherwise agreed between Debtor and that Creditor.
(2) Treatment of Claims. The approximate total of creditors holding unsecured
claims in Class 9 likely to be allowed is approximately $8,603.86. In accordance with the
liquidation analysis attached as Exhibit "A" to the Disclosure Statement, the Debtor shall pay
allowed general unsecured claims a total of $1,376.62 on or before the 15th day of the first full
month following the Effective Date. All such payments shall be distributed pro rata to allowed
creditors within the Class.
(3) Impairment. Class 8 is impaired.
L. Class 9 — General Unsecured Claims
(1) Description of Class. This class consists of all allowed, undisputed, non -
contingent unsecured claims listed in the Debtor's Petition or as otherwise approved by the
Court.
(2) Treatment of Claims. The total of unsecured claims likely to be allowed is
approximately $8,116,489.63. In accordance with the liquidation analysis attached as Exhibit
"A" to the Disclosure Statement, the Debtor shall pay allowed general unsecured claims a total
of $1,405,784.24 in quarterly installments, distributed pro rata to allowed creditors within the
Class, commencing on on the 15th day of the first full month following the Effective Date and
continuing over a period of fifteen (15) years. On the Effective Date of the Plan, the Debtor shall
execute and deliver to each creditor holding a Class 9 claim a promissory note (the "Class 9
Promissory Notes") in an original principal amount equal to 17% of that creditor's allowed,
undisputed claim. For any claim subject to an unresolved objection on the Effective Date, the
Debtor shall deliver a Class 9 Promissory Note in an original principal amount equal to 17% of
any allowed portion of the disputed claim within 30 days after the Court enters an order
resolving the Debtor's objection. For any deficiency claim contemplated under Class 6, the
Debtor shall deliver a Class 9 Promissory Note in an original principal amount equal to 17% of
the deficiency claim within 30 days after the deficiency claim is filed, unless the Debtor objects
to the deficiency claim prior to that date. In the event of a timely objection to such a filed
deficiency claim, the Debtor shall deliver a Class 9 Promissory Note in an original principal
amount equal to 17% of any allowed portion of the deficiency claim within 30 days after the
Court enters an order resolving the Debtor's objection. No later than 180 days following the
Effective Date, the Debtor shall review all issued Class 9 Promissory Notes to ensure that the
original principal amounts of all notes combined total at least $1,405,784.24. Within 30 days
after such review, the Debtor shall deliver amended Class 9 Promissory Notes that increase the
original principal amounts if necessary to achieve pro rats distribution of $1,405,784.24 to Class
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The Class 9 Promissory Notes shall have the following terms: (a.) a maturity date of
fifteen (15) years following the Effective Date; (b.) interest will accrue and be payable at the
Federal Judgment Interest Rate then in effect; (c) payments will commence on the 15t" day of
the first full month after the Effective Date and will thereafter be made quarterly on January 15,
April 15, July 15, and October 15 of each year; (d.) the Debtor may prepay all or any portion of
the Class 9 Promissory Notes at any time without penalty.
(3) Impairment. Class 9 is impaired.
V. PROVISION FOR TREATMENT OF ALLOWED CLAIMS UNDER
UNEXPIRED LEASES AND EXECUTORY CONTRACTS
5.1 _Acce tp ante. The confirmation of the Plan shall act as an acceptance of the
following executory contracts and leases:
a. Marlowe and Moye, LLC - Agreement for Purchase and Sale of 7401 Hilburn
Drive, Raleigh, North Carolina.
b. CPI — Security system.
5.2 Rejection. Except as specified herein, all pre -petition contracts which exist
between the Debtor and any individual or entity, whether such contract be in writing or oral,
which have not heretofore been rejected or heretofore been approved by Orders of the Court are
hereby specifically rejected. Such rejection explicitly includes rejection of any Margin
Agreement between the Debtor and SunTrust Bank. All parties shall have thirty (30) days from
the Effective Date to file proofs of claim for rejection damages.
VI. CLAIMS AND CAUSES OF ACTION
6.1 Notwithstanding anything to the contrary in the Plan or Disclosure Statement, the
provisions of the Plan, Disclosure Statement, or Order Confirming Plan shall not have and are
not intended to have, any res judicata or collateral estoppel effect with respect to any causes of
action that the Debtor may assert, regardless of whether and to what extent such causes of action
are specifically described in the Plan or Disclosure Statement. Unless any causes of action are
expressly waived, relinquished, released, compromised, or settled in the Plan or by Final Order
of the Court, all such causes of action are expressly reserved and preserved for later adjudication
and, therefore, no preclusion doctrine, including without limitation, the doctrines of res judicata,
collateral estoppel, issue preclusion, claim preclusion, estoppel, or lathes shall apply so such
causes of action upon or after confirmation of the Plan. Furthermore, notwithstanding any
provision or interpretation to the contrary, nothing in the Plan or Order Confirming Plan,
including the entry thereof, shall be deemed to constitute a release, waiver, impediment,
relinquishment, or bar, in whole or in part, of or to any recovery or any other claim, right, or
cause of action possessed by the Debtor prior to the Effective Date. This shall include, but is not
limited to all pre -petition claims and any and all post -petition claims that they could or might
assert against any party or entity arising under or otherwise related to any state or federal statute,
state or federal common law, and any and all violations arising out of rights or claims provided

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for by Title 11 of the United States Code, by the Federal Rules of Bankruptcy Procedure, or by
the Local Rules of this Court, including all rights to assert and pursue any and all avoidance
actions, preference actions, and any other actions pursuant to 11 U.S.C. §§ 545, 546, 547, 548,
550, and 542, including without limitation actions to seek turnover of estate assets, actions to
recover accounts receivable, and/or actions to invalidate setoffs. Notwithstanding confirmation
of the Plan and the occurrence of the Effective Date, Debtor shall have the right to seek recovery
of the cost of maintaining and preserving any collateral or property pursuant to Rule 506(c).
VII. CONFIRMATION AS WAIVER AND RELEASE
7.1 Waiver against and Release of Debtor. Confirmation shall constitute waiver and
release of the right to pursue litigation and causes of action against the Debtor, with the
exception of those actions that are pending at confirmation of the Plan. This release is supported
by the requirements of this Plan and covenants contained herein.
VIII. MEANS FOR IMPLEMENTING PLAN
8.1 Means for hnDlementing the Plan. Debtor proposes to satisfy creditor claims from
future income and the surrender of certain collateral if necessary.
8.2 Closing Case. After substantial consummation of the Debtor' Chapter 11 Plan,
the Chapter 11 Case will be closed.
8.3 Pre -Pa ent Penalties. There shall be no pre -payment penalties in the event that
the Debtor are able to make Plan payments ahead of any scheduled dates or time frames as set
forth in the Plan.
8.4 DeficiencyClaims, Each secured creditor who is entitled to foreclose on its
collateral under the terms of the Plan shall have 60 days after disposition of the collateral to file a
proof of claim for any deficiency or be forever barred from asserting any deficiency claim and
such obligation shall be deemed paid in full. Such proof of claim shall include an itemization of
the principal, interest, and other costs. Any such deficiency claim shall be treated in the
unsecured creditor class.
8.5 Distributions. Any distribution required to be made hereunder on a day other than
a business day shall be made on the next succeeding business day. All distributions shall be
made to the address for payments that is listed on the creditor's proof of claim, or to the address
listed on the Debtor's Schedules if the creditor has not filed a proof of claim and is not required
to file a proof of claim. All payments or distributions made by the Debtor shall be applied as
indicated in the respective treatment for each creditor, or if no such application of payments is
specified, then payments shall be applied first to outstanding interest and then to principal.
Except as expressly stated in the Plan, or allowed by a Final Order of the Bankruptcy Court, no
interest, penalty, or late charge shall be allowed on any claim subsequent to the Petition Date,
unless otherwise required by the Code. No attorneys' fees or expenses shall be paid with respect
to any claim except as specified herein or as allowed by a Final Order of the Court.

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Administrative claims unpaid on the Effective Date will be paid from funds on hand or as the
parties otherwise agree.
8.6 De Minimis Distributions. . No distribution of less than twenty-five dollars
($25.00) shall be required to be made to any holder of an allowed unsecured claim. Instead, the
Debtor shall have the option of retaining such funds to be distributed at the time of the final
distribution in accordance with the Plan, or earlier if the amount of funds held on account of the
unsecured claim reaches twenty-five dollars ($25.00).
8.7 Unclaimed Property. If any distribution remains unclaimed for a period of 90
days after it has been delivered, or attempted to be delivered, such unclaimed property shall be
forfeited by such holder of the claim and the Debtor shall not attempt to make any further
distribution of such holder of the claim. Undistributed property shall be returned to the Debtor
for distribution in accordance with the Plan.
8.8 Default. Failure to make payment as such payment comes due under the Plan
constitutes an Event of Default. Upon the occurrence of an Event of Default which is not
excused, postponed, modified, or waived, and after giving written notice to the Debtor and her
attorneys and an opportunity to cure within 30 days, holders of claims and parties in interest may
exercise all rights and remedies available under this Plan and the Code and state law.
.8.9 Objections. All objections to claims, fee applications, and adversary proceedings
will be filed with the Court within 60 days after the Effective Date, or 60 days after a claim or
fee application is filed, whichever is later; provided however, that the Debtor retains the right to
object or otherwise pursue any claims against secured creditors relating to the payoff and/or
satisfaction of their secured claims.
8.10 Claims Paid by Third Parties. To the extent a claim holder receives payment in
full or in part on account of such claim from a party other than the Debtor, such creditor shall,
within fourteen (14) days of receipt of payment, inform the Debtor of such payment, and such
creditor's claim shall be reduced accordingly for purposes of distribution under the Plan.
8.11 Professional Com ensation. Professional fees and expenses will be paid on the
Effective Date or as soon thereafter as they are approved by the Bankruptcy Court. Current
counsel for the Debtor and Reorganized Debtor, and the current Court approved accountants for
the Debtor and Reorganized Debtor shall not be subject to the fee application process for
services rendered post -confirmation in furtherance or implementation of the confirmed Plan.
8.12 Exm tion from Transfer Taxes. Pursuant to section 1146(a) of the Bankruptcy
Code, the issuance, transfer or exchange of notes or equity securities under the Plan, the creation
of any mortgage, or other security interest, the making or assignment of any lease or sublease, or
the making or delivery of any instrument of transfer under, in furtherance of, or in connection
with the Plan, including, without limitation, deeds, or bills of sale or assignments of personal
property executed in connection with any of the transactions contemplated under the Plan, will
not be subject to any stamp, real estate transfer, mortgage recording, sales, use or other similar
tax. All sale transactions consummated by the Debtor and approved by the Bankruptcy Court on

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and after the Petition Date through and including the Effective Date, including, without
limitation, the sale by the Debtor of owned property pursuant to section 363(b) of the Bankruptcy
Code and the assumption, assignment and sale by the Debtor of unexpired leases of non-
residential real property pursuant to section 365(a) of the Bankruptcy Code, will be deemed to
have been made under, in furtherance of, or in connection with the Plan and., thus, will .not be
subject to any stamp, real estate transfer, mortgage recording or other similar tax. In addition,
each of the relevant state or local governmental officials or agents will forego the collection of
any such tax or governmental assessment and accept for filing and recordation any of the
foregoing instruments or other documents without the payment of any such tax or governmental
assessment consistent with the applicable provisions of this Plan.
8.13 No Re resentations or Warranties Concerning Tax Attributes/Consequences.
Debtor makes no representations or warranties to any creditor of the Debtor concerning the tax
consequence of confirmation of this Plan of Reorganization, the effect of this Chapter l 1 case, or
as to the status of tax attributes of the Debtor.
8.14 Real Property. Pursuant to N.C.G.S. § 45-36.9, upon the satisfaction or other
discharge of a security interest in real property for which a creditor holds a properly secured
mortgage, the secured party shall within thirty (30) days after demand or within thirty (30) days
of payment in full pursuant to the Plan, submit for recording with the Office of the Register of
Deeds for the applicable County a satisfaction of its security interest and -mail or deliver the
recorded satisfaction document or documents to the Debtor. The failure of any such party to
comply with this section shall result in the imposition of statutory damages of $1,000.00, actual
damages, costs and legal fees as provided for by Section 45-36.9(c) of the N.C. General Statutes.
Confirmation of this Plan shall impose an affirmative and direct duty on each such secured party
to comply with this provision. This provision shall be enforced in a proceeding filed before the
Bankruptcy Court and each such creditor consents to such jurisdiction by failure to file any
tmely__objection to this plan. Such an enforcement proceeding may be. filed by the Debtor in this
case either before or after the closing of this case. The Debtor specifically reserves the right to
file a motion to reopen this case under Section 350(b) of Title 11 of the United States Code to
pursue the rights and claims provided for herein including all remedies for damages and attorney
fees under applicable State and Federal statutes.
IX. ACCEPTANCE OR REJECTION OF PLAN;
EFFECT OF REJECTION BY AN IMPAIRED CLASS
9.1 Each Im aired Class Entitled to Vote Se arate! . Each impaired class of claims
shall be entitled to have the holders of claims therein vote separately as a class to accept or reject
the Plan.
9.2 Acceptance by a Class of Creditors. Consistent with § 1 126(c) of the Bankruptcy
Code, and except as provided in § 1126(e) of the Bankruptcy Code, a class of claims shall have
accepted the Plan if the Plan is accepted by holders of at least two-thirds (2/3) in dollar amount
and more than one-half (1/2) in number of the allowed claims of that class that have timely and
properly voted to accept or reject the Plan.

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only one claim.
9.3 Claimants Entitled to Vote. Holders of impaired claims shall be entitled to vote
if.
a. Such claim has been filed against the Debtor in a liquidated amount or has
been listed on the Debtor's schedules other than as contingent, unliquidated or disputed,
and as to which no proof of claim has been filed. The claim shall be allowed solely for
the purpose of voting on the Plan in the amount in which such claim has been filed or
.listed on the Debtor's schedules;
b. Such claim has been filed against the Debtor or listed on the Debtor's
schedules and is the subject of an existing objection filed by the Debtor, and is
temporarily allowed for voting purposes by order of the Court in accordance with
Bankruptcy Rule 3018;
C. Such claim has been filed in an undetermined amount, in which case the
creditor shall not be entitled to vote unless the Debtor and the holder of the claim agree
on an amount for voting purposes or the Court enters an order setting the amount of the
claim that the creditor may ballot.
d_ Any Entity holding two or more duplicate claims shall be entitled to vote
9.4 Confirmation Hearing. The Court will set a hearing on the confirmation of the
Plan to determine whether the Plan has been accepted by the requisite number of creditors and
whether the other requirements for confirmation of the Plan have been satisfied.
9.5 Acce Lances Necesspil to Confirm Plan. At the hearing of confirmation of the
Plan, the Court shall determine, among other things, whether the Plan has been accepted by each
impaired class. Under § 1126 of the Bankruptcy Code, an impaired class of Creditors is deemed
to accept the Plan if at least two-thirds (2/3) in amount and more than one-half (1/2) in number
vote to accept the Plan. Further, unless there is unanimous acceptance of the Plan by an impaired
class, the Court must also determine that class members will receive property with a value, as of
the Effective Date of the Plan, that is not less than the amount that such class member would
receive or retain if the Debtor was liquidated as of the Effective Date of the Plan under Chapter 7
of the Bankruptcy Code.
9.6 Confirmation of Plan Without Necessary Acceptances. The Bankruptcy
Code provides that the Plan may be confirmed even if it is not accepted by all impaired Classes.
In order to be confirmed without the requisite number of acceptances of each impaired class, the
Court must find that at least one impaired class has accepted the Plan without regard to the
acceptances of insiders, and the Plan does not discriminate unfairly against, and is otherwise fair
and equitable, to such impaired class. In the event that any class votes against the plan, the
Debtor hereby requests and moves the Court under the provisions of this Plan entitled
"Cramdown," for confirmation pursuant to the "cramdown" provisions of§ 1 129(b) of the
Bankruptcy Code. In connection therewith, the Debtor shall be allowed to modify the proposed

......... .
BKO17427PGO2472
Case 18-00496-5-JNC Doc 166 Filed 03/18/19 Entered 03/18/1911:59:15 Page 22 of
25
treatment of the allowed claims in any class that votes against the Plan consistent with section
1129(b)(2)(A)•
9.7 "CramdoW for Impaired Creditors not Acceptiiijz the Plan. In respect to any
class of creditors impaired but not accepting the Plan by the requisite majority in number or two-
thirds in amount, the proponents of this Plan request the Court to find that the Plan does not
discriminate unfairly and is fair and equitable in respect to each class of claims or interests that
are impaired under the Plan and that the Court confirm the Plan without such acceptances by the
said impaired classes. The Debtor will also request that the Court establish a value for any assets,
the value of which is in dispute between the Debtor and any secured creditor, at a valuation
hearing under Section 506 of the Bankruptcy Code, to be scheduled at the same time as the
hearing on confirmation of the Plan.
X. EFFECT OF CONFIRMATION
10.1 Revesting of ProppM of the Debtor. Except as otherwise provided in the Plan, the
confirmation of the plan vests all property of the estate in the Debtor.
10.2 Injunction. As of the Confirmation Date, except as otherwise provided in the
Plan or the Confirmation Order, all persons that have held, currently hold, or may hold a claim,
equity interest, or other debt or liability that is treated pursuant to the terms of the Plan or that is
otherwise enjoined pursuant to Section 1141 of the Code, are enjoined from taking any of the
following actions on account of any such claims, equity interests, or liabilities, other than actions
brought to enforce obligations under the Plan: (i) commencing or continuing in any manner any
action or other proceeding; (ii) enforcing, attaching, collecting, or recovering in any manner any
judgment, award, decree or order; (iii) creating, perfecting, or enforcing any lien or
encumbrance; (iv) asserting a setoff or right of recoupment of any kind against any debt,
-liability, or obligation; and/or (v) commencing or continuing, in. any manner or in any place, any
action that does not comply with or is inconsistent with the provisions of the Plan or the
Confirmation order. Notwithstanding the foregoing, the Plan does not release or waive any
claims that the Debtor may have against any party in interest. This injunction shall not affect any
creditor's ability to enforce rights against non -Debtor and non -Debtor property.
X1. MODIFICATION OF THE PLAN
11.1. Modification Prior to the Confirmation. Modification of the Plan may be
proposed in writing by the Debtor at any time before the Confirmation Date, provided that such
Plan, as modified, meets the requirements of § § 1122 and 1123 of the Code, and that the Debtor
has complied with § 1125 of the Code.
11.2 Modification After Confirmation. This Plan maybe modified at anytime after the
Confirmation Date and before its substantial consummation, provided that such Plan, as
modified, meets the requirements of §§ 1122 and 1123 of the Code, and that the Court, after
notice and a hearing confirms such Plan as modified.

BKO17427PGO2473
Case 18-00496-5-JNC Doc 166 Filed 03/18/19 Entered 03/18/1911:59:15 Page 23 of
25
11.3 Deemed Acceptance or Rejection of Modification. A holder of a claim or
interest that has accepted or rejected the Plan, as the case may be, is deemed to have accepted the
Plan as modified unless such holder files a notice to the contrary within the time period for such
notice affixed by the Court.
11.4 Defects or Omissions.. After confirmation, the Proponents may, with approval of
the Court, remedy any defect or omission or reconcile any inconsistencies in the Plan, Disclosure
Statement or the Confirmation Order in such manner as may be necessary to carry out the
purposes and effect of the Plan, Disclosure Statement or Confirmation Order, so long as the such
remedy does not materially or adversely affect the interests of creditors and other parties in
interest.
XIL RETENTION OF JURISDICTION
12.1 Pursuant to and for the purposes of sections 105(a) and 1127 of the Bankruptcy
Code, the Bankruptcy Court shall, after Confirmation, retain jurisdiction of this case to hear and
determine, without limitation, the allowance of claims and all claims against the Debtor pursuant
to Section 502 of the Code; to determine the allowance of timely filed claims resulting from the
rejection of executory contracts; to determine any issues in pending adversary proceedings, and
in adversary proceedings commenced post -confirmation, including, but not limited to, avoidance
or turnover actions; to determine any dispute as to the classification or allowance of claims; to
fix and determine all pre -confirmation professional fees and other costs of administration; to
require the performance of any act contemplated by the provisions of this Plan necessary for the
consummation of the Plan; to resolve all the matters as may be set forth in the Order of
Confirmation. In the event an appeal is perfected from the Order confirming the Plan, the
Bankruptcy Court shall also retain jurisdiction to enter such Orders regarding the disbursement
of funds under the Plan or the consummation thereof as may be necessary to protect the interest
of the Debtor, creditors, and parties in interest.
XIII. MISCELLANEOUS PROVISIONS
13.1 Survival of Terms. The covenants, representations and agreements made in this
Plan shall survive the Effective Date and the transactions contemplated herein.
13.2 Successors Bound. This Plan shall on the Effective Date be binding upon and
inure to the benefit of the respective heirs, successors and assigns of the Debtor and the holders
of claims and interests.
13.3 Controlling Law. This Plan shall be read and construed and take effect in all
respects in accordance with the law as set forth in the United States Bankruptcy Code and the
Rules promulgated thereunder.
13.4 Further Assurance. If at any time, the Debtor shall consider, or be advised, that
any further releases, assurances or documents are reasonably necessary or desirable to carry out
the provisions hereof, and the transactions contemplated herein, the holders of claims and the

BKO17427PGO2474
Case 18-00496-5-JNC DOC 166 Piled 03/18/19 Entered 03/18/1911:59:15 Page 24 of
25
holders of interest shall, upon reasonable request, execute and deliver any and all documents and
assurances, and do all things necessary or appropriate to carry out fully the provisions hereof.
13.5 Liens. Except as otherwise expressly set forth in the Plan, all liens remaining in
favor of any creditor in this action against the real property that arose prior to the filing of the
petition shall be deemed to be released upon confirmation of the Plan. The Debtor shall request
and all parties shall provide such additional documentation as may be necessary to effectuate
these releases.
13.6 Incorporation of Disclosure. All the terms and conditions of the Disclosure
Statement are incorporated herein by reference.
XIV. DISCHARGE
13.1 In accordance with 11 U.S.C. § 1141(d)(5), the Debtor' discharge shall be
entered upon delivery of all promissory notes contemplated under Class 9. The discharge
will be fully effective against all Creditors regardless of whether they have voted to accept or
reject the Plan and regardless of whether the Plan is confirmed by consent or by resort to the
provisions of section 1129(b) of the Bankruptcy Code. Even though no discharge will be entered
until all payments to Class 9 are completed, the Debtor may seek to have the case closed upon
substantial consummation under§ 1101(2). Further, the Debtor may seek to have the case
automatically re -opened pursuant to § 350(b) without the payment of a fee, upon the filing and
service on all creditors and the Bankruptcy Administrator, of a Notice of Completion of Plan
Payments and Request for Entry of Discharge, allowing all parties 20 days to file a response,
Respectfully submitted on this the 11th day of January, 2019.
Isl Judith Dawn Adams
Judith Dawn Adams
PARRY TYNDALL WHITE
Isl James C. White
James C. White, N.C. Bar # 31859
Michelle M. Walker, N.C. Bar # 41664
100 Europa Dr. Suite 401
Chapel Hill, NC 27517
[e-mail]
[phone]
[phone] fax
Attorneys for Debtor

BKO17427PGO2475
Case 18-00496-5-JNC
Doc 166 Filed 03/18/19 Entered 03118/1911:59:15 Page 25 of
25
CERTIFICATE OF SERVICE
I hereby certify that the foregoing Debtor's Third Modified Chapter 11 Plan of
Reorganization Dated January 11, 2019 has been served on the Bankruptcy Adminstrator by
CM/ECF.
Dated: January 11, 2019
Is/ Jarnes C. White

OUTLET
PIPE
�GRA55 LRIP-RAP
Dw=13"
3011
FABRIC
I O'x 10' (±) PLUNGE POOL
FOREDAY DETAIL (NT5)
UNDERDRAIN PIPE SHALL BE SCHEDULE 40 PVC,
SDR35, OR SMOOTH WALL CORRUGATED PLASTIC
PIPE WITH -Ye" PERFORATIONS AT G' ON CENTER (4
HOLE5 PER ROW) REFER TO TABLE FOR PIPE SIZE. —BIORETENTION SOIL
8"
CLA55'C'
GEOTEXTILE
FABRIC AROUND
WASHED STONE
STONE
UNDERDRAIN PIPE
TO BE INSTALLED
FIAT AT 0% SLOPE
NO
UNDERDRAIN CR055 SECTION (NT5)
MAX PONDING DEPTHS ABOVE PLANTING 5URFACE: NOTES:
1 2" - WATER QUALITY DESIGN VOLUME 1. THE PHOSPHORUS INDEX FOR THE
18" - PEAK ATTENUATION OUTLET ELEVATION SOIL MEDIA SHALL NOT EXCEED 30.
24" - PEAK ATTENUATION VOLUME 2. THE INFILTRATION RATE FOR THE 5C
MEDIA SHALL BE AT LEAST I IWHR
PERMANENT
CLEANOUT POST W/
CLEANOUT MARK STABILIZE BOTTOM
AND 5LOPE5 WITH CAPPED CLEAN
,--�� CENTIPEDE 50D /OUT PIPE
12" PONDING
75-85 % MEDIUM TO COARSE SAND 1
8-I0 %FINES (SILT 4 CLAY)
5-10%ORGANIC MATTER FILTER
DEFTH:25' 12"IW5 (QRcr
STONE
5 # 75TONE
2'+ DISTANCE -
IN SITU SOIL'.. - TO WATER UNDERDRAIN
TABLE
WATER TABLE - —_ -.._ _.._ ._.._
BIORETENTION CROSS-SECTION
BIORETENTION AREA
#1
MINIMUM WEIR
5
LENGTH (FT)
UNDERDRAIN PIPE
4
DIAMETER (IN)
MINIMUM NUMBER OF
2
UNDERDRAIN PIPES
CLEANOUT
44G.3
ELEVATION (FT)
TOP OF 51ORETENTION
34G.0
SOIL MIXTURE ELEV. (FT)
BOTTOM OF BIORETENTION
343.5
SOIL MIXTURE ELEV. (FT)
SPILLWAY (WEIR)
347.0
ELEVATION (FT)
TOP OF BERM
348.0
ELEVATION (FT)
5' WEIR LENGTH SPILLWAY BOTTOM AND
SLOPES TO BE STABILIZED
WITH PERMANENT EROSION
REFER TO GRADING
CONTROL MAT
PLAN FOR TOP OF
DAM ELEVATION
REFER TO GRADING
PLAN FOR SPILLWAY
I I
ELEVATION 3
I
.�
I. .I. 11,
PERMANENT EROSION MAT TO BE
P-300 BY NORTH AMERICAN GREEN,
MIRAMAT BY MIFAFI CORP., OR
APPROVED EQUAL
SECTION THROUGH SPILLWAY (NT5)
BIORETENTION 501L NOTES
BIORETENTION SOIL MIXTURE (135M): SHALL BE PLACED AND GRADED USING LOW GROUND -CONTACT PRESSURE EQUIPMENT
OR BY EXCAVATORS AND/OR BACKHOE5 OPERATING ON THE GROUND ADJACENT TO THE BIORETENTION FACILITY. NO HEAVY
EQUIPMENT SHALL BE USED WITHIN THE PERIMETER OF THE BIORETENTION FACILITY BEFORE, DURING, OR AFTER THE
PLACEMENT OF THE BSM. THE 55M SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES FOR THE ENTIRE
AREA OF THE 51ORETENTION FACILITY. THE 55M SHALL BE COMPACTED BY SATURATING THE ENTIRE AREA OF THE
BIORETENTION FACILITY AFTER EACH LIFT OF 135M IS PLACED UNTIL WATER FLOWS FROM THE UNDERDRAIN. WATER FOR
SATURATION SHALL BE APPLIED BY 5PRAYING OR SPRINKLING. AN APPROPRIATE SEDIMENT CONTROL DEVICE SHALL BE USED
TO TREAT ANY SEDIMENT -LADEN WATER DISCHARGED FROM THE UNDEKDRAIN. IF THE 55M BECOMES CONTAMINATED
DURING THE CON5TRUCTION Of THE FACILITY, THE CONTAMINATED MATERIAL SHALL BE REMOVED AND REPLACED WITH
UNCONTAMINATED MATERIAL AT NO ADDITIONAL COST TO THE ADMINISTRATION. FINAL GRADING Of THE 55M SHALL BE
PERFORMED AFTER A 24-HOUR SETTLING PERIOD. FINAL ELEVATIONS SHALL BE WITHIN 2 INCHES OF ELEVATIONS SHOWN ON
THE CONTACT PLANS.
THE BIORETENTION SOIL MIXTURE (155M) SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHER 51MILAR
OBJECTS LARGER THAN 2 INCHES EXCLUDING MULCH. NO OTHER MATERIALS OR 5UB5TANCES 5HALL BE MIXED OR DUMPED
WITHIN THE BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR
MAINTENANCE OPERATIONS.
PRIOR TO PLACING THE UNDERDRAIN AND THE BEM, THE BOTTOM OF THE EXCAVATION SHALL BE ROTO-TILLED TO A MINIMUM
DEPTH OF G INCHES TO ALLEVIATE ANY COMPACTION OF THE FACILITY BOTTOM. ANY SUBSTITUTE METHOD FOR ROTO-TILLING
MUST BE APPROVED BY THE ENGINEER PRIOR TO USE. ANY PONDED WATER SHALL BE REMOVED FROM THE BOTTOM Of THE
FACILITY AND THE SOIL SHALL BE FRIABLE BEFORE ROTO-TILLING.
DESIRED BIORETENTION SOIL MIXTURE PH LIES BETWEEN 5.5 AND G.5.
NOTES:
I . ALL MATERIALS AND METHODS OF CONSTRUCTION SMALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. BOUNDARY AND EXISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG
LAND SURVEY COMPANY.
3. TOPOGRAPHIC INFORMATION FOR THE 51TE WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG LAND
SURVEY COMPANY.
4. NO FEMA MAPPED FLOOD PLAINS EXI5T ON THIS 517E PER FEMA MAP NUMBER 3720078700J DATED MAY 2,
2006.
5. THE SITE HAS BEEN REVIEWED FOR WETLANDS, NEU5E' RIVER BUFFERS AND CREEKS BY SOIL b ENVIRONMENTAL
CONSULTANTS, INC. THE BUFFERED STREAM 15 BASED ON TOP OF BANK SURVEY SHOTS BY ELINGBURG LAND
SURVEY COMPANY.
G. CONTRACTOR SMALL HAVE NORTH CAROLINA 81 I, INC. LOCATE All EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
7. THE LOT 2 DUPLEX ENCROACHMENT INTO ZONES I AND 2 OF THE NEU5E RIVER BUFFER HA5 BEEN APPROVED BY
PERMITTING THROUGH THE NCDWR (PERMIT NO. DWR#20-0357).
8. CONDITIONS OF APPROVAL UNDER NCDWR PERMIT NUMBER DWR#20-0357 INCLUDE APPROVAL Of
5TORMWATER MANAGEMENT PLAN FOR LOT 2 AND PAYMENT OF COMPENSATORY MITIGATION FOR THE NEUSE
RIVER BUFFER IMPACTS.
9. ALL PERMANENT SLOPES IN51DE THE BIO-RETENTION AREA SHALL BE GRADED TO 3:1 OR FLATTER-
10. THE BIORETENTION AREA SHALL BE LOCATED WITHIN A PRIVATE DRAINAGE EASEMENT WITH ACCESS TO A PUBUC
RAV.
0 10 20 40
GRAPHIC SCALE
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221 N. SALEM ST.
SURE 001
PO BOX 1062
APEK, NC 27502
Office: 919-387-1174
Regislretlon: P-0151
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DECEMBEP 1, 2020
17G4

Administrative Site Review Application ` I
m.ml.s•n¢o.ya.nm=n:c��.:.... snrvin c.mx,•cneecnnagnNme.sul.aao lneam, xc napu a.aee-xso¢ Raleigh
This loan is,,ulpea when sWntilhn9 site rtlans a, roleranced In unified DevelapmeM O:dMarce (1,00) 6ccllun
1026. Pese cltdnk @B appreprefte lending lypas and Inclutle the plan checklist document when aelp. pop.
IOIRceUsa Only: cpape q Fla a (pnhl)i
6ollame T,,. reSkaranaaaH6n Nfdtdty
❑ D m had — ❑ Gaieraf S bdl Is f `tea en".
sev*pAk mh plan case N zero
❑Y Afl.hnJ Mhed usa Cdlll ta af AWaprialanassfl
F� Anaum.anl ❑ Open 1. B.d ar Adivahar nlN
❑ ❑ Clair znn nG Gaab#:
e
AU I SY alive Apelant.
GENERAL INFORMATION
� ll I p f e n nal a fl lbam D,,a Dnp axe,
n�0'0'1p".'jyeJyas I JNp
ass(e) 7401 Hilburn Dr. _
Site F N 1 1 R7874 S 6
..- .._
P o p.,il etin poclwo,k.IIdrM any addlans.epesans, e,gcha,lge ql use.
Site tie elopnte tt and construction of 2 duplex buiidinga.
--..-.. __...---..... .-...._—__.-.
I curram Properly OwnerlDeveloper Coma,' Name:
l NOT F: pl,.a of lacb purelaao agreement Men sabmlNing ible farm.
Canpapy Marlene h Moye LLC TAe'De ebper
Addrvra PO Dow P0667 Raleigh, North Carolina V619
PI # [phone] Email hr,myel C g all m -,. _,_
Appl,,am Name: Ho ant Moye
Contpe y Marlowe &Moye LLC "a"a a PO Box 2:7 Raleigh North Carol la 27613
PI p a N (919) M4 7888 Eman: hmoye ®prose cam J
ral®Mhne.®ov
bEVELOPMENT TOPE SITE GATE TABLE
IAPPIIEPaIa [pall eevelPpmanb)
DIrE DATA euaDlNo DATA
L,n „g dklacl(I rve lM1m on¢PIe85l Pr Ida llle E'll ylg0.5s1 rasa (not{b dmdiylaal:
amenpe al eacF) G
R to -----
ExlsGnggtossfear areaWa demd1911e1
0
reap p92 N. gm ilw aea,6 A26 sf
# Ipa'ktM spaces ten ra1A Total el gosa (b mmai and ewI 6,036
#ol Perxhq spacesmP tlA �� � Prop ant# IWiler,:gr.2 ---
oveney0 NaBf PPI E11 —_ -- PropoaeaN ISlwies rareem:2
Ex soot »moo6l el
N� � � loon r t I al wrna fl -
BTORMWATFRINFORMATIbN _— -�
E slgglmPa IoucS Hate: PlWoseO lmpmvioua Sadara
4 Spg9�d of M Pees' abx cqu F _
I Ills fl :IM1 N i It,l Ye9 N
nv p p m
All 1 tl 1 I _..
noon udy
N R dtm (� v -._u'" _ wL. _❑ r L7 luo_ —....
RESIDENTIAL DEVELOPMENTS
Td IN Ie III 9 1 a Tub., # Irottl tits
rtalaa,w umk a l"� _zn a� cb YI
k n 1 2..-.._11 ro apple, I .an g Can �Yas— No
_— SroNprugE BLacR ......_ ____
IIKK by dear f nkrp. d^°'^° Ihserve as my agent
regMtivi; M'rs eppIIW10n, b .I. ad (es(Mce b mlrtxnlNfairve cammenq to msuMtll datum my WINE,
:ana to Rryesanl ma in any µ,ml[n�apina ragaravry{ LM1is FlPPIiu1-
A-.
nava road. anxnowpena. and arem: that tutu vmied Ill, wmmmmn to nu appnranon.egai:amama
appummawlm the mopoaee eevelapmam ua¢.I acw:a„wagemm rota apPl^meon is w^g,tw tM rang
[.tanda•anasabmMOlpdiry, wbkM1 aMlee aplelwtipns win oxpnaane, dx cnnsecuum tamin of maa.Ny.
Rimed
Page 2df T u.uro naun.
ralalehnc.apr
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF
THE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE
FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 51 6-2159, AND
THE PUBLIC UTILITIES DEPARTMENT AT 996-4540, AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH GIN DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF
RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION
FROM FUTURE WORK IN THE CITY OF RALEIGH.
HIL15URN DRIVE DUPLEXES
ADMINISTRATIVE SITE REVIEW
GWYNNEBROOK CIRCLE
THORNHILL
APARTMENTS
ffomm
SOLID WASTE INSPECTIONS STATEMENT
THE DEVELOPMENT PROPOSES USE OF CITY OF RALEIGH SOLID
WASTE SERVICES FOR TRASH PICK-UP. STANDARD 96 GALLON
ROLLOUT CARTS SHALL BE USED FOR THE SINGLE FAMILY LOTS.
DUMP5TER5 ARE PROVIDED FOR THE TOWNHOMES.
A5R-0082-2020
enl� 4_3
VICINITY MAP
I "=500'
SITE DATA
bEVELOPMENT TOPE SITE GATE TABLE
IAPPIIEPaIa [pall eevelPpmanb)
DIrE DATA euaDlNo DATA
L,n „g dklacl(I rve lM1m on¢PIe85l Pr Ida llle E'll ylg0.5s1 rasa (not{b dmdiylaal:
amenpe al eacF) G
R to -----
ExlsGnggtossfear areaWa demd1911e1
0
reap p92 N. gm ilw aea,6 A26 sf
# Ipa'ktM spaces ten ra1A Total el gosa (b mmai and ewI 6,036
#ol Perxhq spacesmP tlA �� � Prop ant# IWiler,:gr.2 ---
oveney0 NaBf PPI E11 —_ -- PropoaeaN ISlwies rareem:2
Ex soot »moo6l el
N� � � loon r t I al wrna fl -
BTORMWATFRINFORMATIbN _— -�
E slgglmPa IoucS Hate: PlWoseO lmpmvioua Sadara
4 Spg9�d of M Pees' abx cqu F _
I Ills fl :IM1 N i It,l Ye9 N
nv p p m
All 1 tl 1 I _..
noon udy
N R dtm (� v -._u'" _ wL. _❑ r L7 luo_ —....
RESIDENTIAL DEVELOPMENTS
Td IN Ie III 9 1 a Tub., # Irottl tits
rtalaa,w umk a l"� _zn a� cb YI
k n 1 2..-.._11 ro apple, I .an g Can �Yas— No
_— SroNprugE BLacR ......_ ____
IIKK by dear f nkrp. d^°'^° Ihserve as my agent
regMtivi; M'rs eppIIW10n, b .I. ad (es(Mce b mlrtxnlNfairve cammenq to msuMtll datum my WINE,
:ana to Rryesanl ma in any µ,ml[n�apina ragaravry{ LM1is FlPPIiu1-
A-.
nava road. anxnowpena. and arem: that tutu vmied Ill, wmmmmn to nu appnranon.egai:amama
appummawlm the mopoaee eevelapmam ua¢.I acw:a„wagemm rota apPl^meon is w^g,tw tM rang
[.tanda•anasabmMOlpdiry, wbkM1 aMlee aplelwtipns win oxpnaane, dx cnnsecuum tamin of maa.Ny.
Rimed
Page 2df T u.uro naun.
ralalehnc.apr
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF
THE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE
FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 51 6-2159, AND
THE PUBLIC UTILITIES DEPARTMENT AT 996-4540, AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH GIN DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF
RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION
FROM FUTURE WORK IN THE CITY OF RALEIGH.
HIL15URN DRIVE DUPLEXES
ADMINISTRATIVE SITE REVIEW
GWYNNEBROOK CIRCLE
THORNHILL
APARTMENTS
ffomm
SOLID WASTE INSPECTIONS STATEMENT
THE DEVELOPMENT PROPOSES USE OF CITY OF RALEIGH SOLID
WASTE SERVICES FOR TRASH PICK-UP. STANDARD 96 GALLON
ROLLOUT CARTS SHALL BE USED FOR THE SINGLE FAMILY LOTS.
DUMP5TER5 ARE PROVIDED FOR THE TOWNHOMES.
A5R-0082-2020
enl� 4_3
VICINITY MAP
I "=500'
SITE DATA
BTORMWATFRINFORMATIbN _— -�
E slgglmPa IoucS Hate: PlWoseO lmpmvioua Sadara
4 Spg9�d of M Pees' abx cqu F _
I Ills fl :IM1 N i It,l Ye9 N
nv p p m
All 1 tl 1 I _..
noon udy
N R dtm (� v -._u'" _ wL. _❑ r L7 luo_ —....
RESIDENTIAL DEVELOPMENTS
Td IN Ie III 9 1 a Tub., # Irottl tits
rtalaa,w umk a l"� _zn a� cb YI
k n 1 2..-.._11 ro apple, I .an g Can �Yas— No
_— SroNprugE BLacR ......_ ____
IIKK by dear f nkrp. d^°'^° Ihserve as my agent
regMtivi; M'rs eppIIW10n, b .I. ad (es(Mce b mlrtxnlNfairve cammenq to msuMtll datum my WINE,
:ana to Rryesanl ma in any µ,ml[n�apina ragaravry{ LM1is FlPPIiu1-
A-.
nava road. anxnowpena. and arem: that tutu vmied Ill, wmmmmn to nu appnranon.egai:amama
appummawlm the mopoaee eevelapmam ua¢.I acw:a„wagemm rota apPl^meon is w^g,tw tM rang
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Page 2df T u.uro naun.
ralalehnc.apr
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF
THE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE
FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 51 6-2159, AND
THE PUBLIC UTILITIES DEPARTMENT AT 996-4540, AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH GIN DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF
RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION
FROM FUTURE WORK IN THE CITY OF RALEIGH.
HIL15URN DRIVE DUPLEXES
ADMINISTRATIVE SITE REVIEW
GWYNNEBROOK CIRCLE
THORNHILL
APARTMENTS
ffomm
SOLID WASTE INSPECTIONS STATEMENT
THE DEVELOPMENT PROPOSES USE OF CITY OF RALEIGH SOLID
WASTE SERVICES FOR TRASH PICK-UP. STANDARD 96 GALLON
ROLLOUT CARTS SHALL BE USED FOR THE SINGLE FAMILY LOTS.
DUMP5TER5 ARE PROVIDED FOR THE TOWNHOMES.
A5R-0082-2020
enl� 4_3
VICINITY MAP
I "=500'
SITE DATA
Page 2df T u.uro naun.
ralalehnc.apr
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF
THE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE
FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 51 6-2159, AND
THE PUBLIC UTILITIES DEPARTMENT AT 996-4540, AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH GIN DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF
RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION
FROM FUTURE WORK IN THE CITY OF RALEIGH.
HIL15URN DRIVE DUPLEXES
ADMINISTRATIVE SITE REVIEW
GWYNNEBROOK CIRCLE
THORNHILL
APARTMENTS
ffomm
SOLID WASTE INSPECTIONS STATEMENT
THE DEVELOPMENT PROPOSES USE OF CITY OF RALEIGH SOLID
WASTE SERVICES FOR TRASH PICK-UP. STANDARD 96 GALLON
ROLLOUT CARTS SHALL BE USED FOR THE SINGLE FAMILY LOTS.
DUMP5TER5 ARE PROVIDED FOR THE TOWNHOMES.
A5R-0082-2020
enl� 4_3
VICINITY MAP
I "=500'
SITE DATA
PROJECT NAME
HILBURN DRIVE DUPLEXES
PREPARERS CONTACT INFORMATION
JONES b CNOSSEN ENGINEERING, PLLC
P.O. BOX 1062
APEX, NORTH CAROLINA 27502
PHONE - (91 9) 387-I 174
FAX - [phone]
CONTACT PERSON -PETER D. CNOSSEN
OWNER /DEVELOPER CONTACT INFORMATION
MARLOWE f MOYE, LLC
PO BOX 20667
RALEIGH, NORTH GAROLINA 27619
PHONE - [phone]
CONTACT PERSON - HOWARD MOYE
CURRENT PROPERTY ZONING
R-10
WAKE COUNTY PIN
0787-44-5555
TOTAL AREA
0.92 ACRE
RNJ DEDICTION
0.02 ACRE
NET SUBDIVISION AREA
0.90 ACRE
PROPOSED USE
ATTACHED HOUSE, 2-UNIT LIVING
PROPOSED NUMBER OF LOTS
2
PROPOSED DENSITY
2.17 UNITS/AC
FRONT SETBACK
10,
REAR SETBACK
20'
SIDE SETBACK
5'
SUBDIVISION CASE NUMBER
5U5-0015-2020
NOTES:
I . THE PURPOSE OF Tlil$ ADMINISTRATIVE SITE REVIEW SUBMITTAL IS TO APPROVE THE TWO DUPLEX
BUILDINGS FOR CONSTRUCTION.
2. THE EXISTING PARCEL IS LESS THAN 2 ACRES SO TREE CONSERVATION AREA IS NOT REQUIRED PER
UDO SECTION 5.1.2.
3. THIS SUBDIVISION AND PROPOSED USE 15 EXEMPT FROM STORMWATER REQUIREMENTS PER UDO
SECTION 9.22.A2.6.1.
4. THE MAXIMUM IMPERVIOUS SURFACE AREA PERCENTAGE FOR THIS SUBDIVISION SHALL NOT EXCEED
65% PER UDO SECTION 9.2.2.A.4.a.
5. DEVELOPMENT PROPOSES PAYMENT OF A FEE -IN -LIEU FOR REQUIRED STREET TREES ALONG HILBURN
DRIVE DUE TO THE EXISTING SANITARY SEWER MAIN AND EASEMENT ALONG THE STREET FRONTAGE.
FEE -IN -LIEU PAYMENT IS TO BE BASED ON 10 TREES (413 LF @ I TREE/40 LF = 10 TREES).
G. THE ADDITIONAL RM7 DEDICATION ON HILBURN DRIVE DOES NOT PROVIDE SUFFICIENT SHOULDER
WIDTH TO CONSTRUCT THE REQUIRED CDR NEIGHBORHOOD STREET STREETSCAPE. THE MODIFIED
STREETSCAPE DIMENSIONS SHALL GENERALLY CONSIST OF A 3.5' PLANTING STRIP, 5' SIDEWALK AND
2.5' MAINTENANCE STRIP PS SHOWN ON SHEET 4.
7. DEVELOPMENT PROPOSES INSTALLATION OF 5' SIDEWALK ALONG THE BUILDABLE LOT FRONTAGE ON
HILBURN DRIVE. A FEE-IN-UEU PAYMENT SHALL BE MADE FOR ANY UNCONSTRUCTED SIDEWALK AND
INCLUDE THE I' OF ADDITIONAL SIDEWALK FOR INSTALLED 5' SIDEWALK.
B. THE COST OF THE OFF -SITE SIDEWALK AND HANDICAP RAMP FOR GROSSING TO OPPOSITE SIDE
EXISTING SIDEWALK AND HANDICAP RAMP ALONG HILBURN DRIVE AT VIENNA CREST DRIVE SHALL BE
REIMBURSED.
ASP DRAWING SHEET INDEX
I
COVER SHEET
2
EXISTING CONDITIONS PLAN
3
DEMOLITION PLAN
4
LOT LAYOUT PLAN
5
GRADING C STORMWATER PLAN
6
UTILITY PLAN
7
DETAILS SHEET
A -I
BUILDING I FRONT ELEVATION
A-2
BUILDING I REAR ELEVATION
A-3
BUILDING I SIDE ELEVATION
A-4
BUILDING 2 FRONT ELEVATION
A-5
BUILDING 2 REAR ELEVATION
A-6
BUILDING 2 SIDE ELEVATION
BLOCK PERIMTER EXEMPTION
CITY OF RALEIGH, TC-6- 19 SECTION Alb STATES THAT THE MINIMUM SITE AREA
APPLICABLE FOR BLOCK PERIMETER IN R- 10 ZONING IS 3 ACRES. SINCE THE HILBURN
DRIVE SUBDIVISION AREA (0.92 ACRE) IS LESS THAN 3 ACRES, THIS PROJECT IS
EXEMPT FROM BLOCK PERIMETER REQUIREMENTS OF UDO ARTICLE 8.3.
PARKING REQUIREMENTS
PARKING SPACES REQUIRED - 8
2 SPACES PER UNIT x 4 UNITS
PARKING SPACES PROVIDED - 8
I GARAGE SPACE
I DRIVEWAY SPACE
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 50 100 200
GRAPHIC SCALE
L.
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221 N. SALEM
SUITE 001
PO BOX 1062
APIX, NC 27502
Office: 919-387-1174
RegnRatlon: P-0151
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OCTOBER 14, 2020
M.1
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COURT PIN: 0787-44-471 1
ZONED: R-4
(EXISTING) / _- U5E: 5F
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INV.IN= 336.5
\\ INV.OUT= 334.9
I \
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NOW OR FORMERLY
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BRECKENRIDGE ASSOCIATION OF RAL INC
PIN: 0787-44-0461
ZONED: R-4
USE: HOA
SALLY IERSTON
PIN: 0787-44-5744
ZONED: R-4
USE: 5F
Ex. M.H�
TOP= 352.09
INV.IN(5)= 339.0
INV.IN(E)= 339.0
INV.OUT= 338.9
IX. M.H.
TOP= 351.57 �L
INV.IN= 345.E 9�
INV.OUT=343. 1, �oj6
of
\
STORM M.H. \11
TOP= 352.86
INV.IN- 347.E
INV.OUT= 347.4
+ + +�+ +
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i-+-K i-+ ++++++++ E$�=
+
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SIDEWALK
(TYPICAL)
- - -
--.-----.----- _... ,. �/.Ek. .
N, 88'0\7'47" W 67./5' f i / TOPM.H= 363.02
C TOP- 363.17 INV.IN(5)= 35/1.E
INtN=357/1 / INV.IN(N) 3g22/al
INV.OUT=g56.9 Iy� INV.OUT 3814,/A�
NOW OR FORMERLY
THORNHILL APARTMENTS OWNER LLC
PIN: 0787-33-G769 WV
L
ZONED: R-4 -=�FH
USE: GRDN APT
C.B. TOP, 3G45
INV.OUT= 35P.5
/
NOW OR FORMERLY
PHILIP d TYLER LINDSEY \ //
PIN: 0757-44-7705 y
ZONED: R-4
USE: 5F
F.E.S.
/A\INV.=341.4
F.E.S.
r / TOP_
352.93
I / / INV.OUT= 339. I
G.B. TOP- 351.30
INV.IN (N)= 3455
INV.IN IS)= 345:B `
INV.OUT=/
\ \ y
. C.B. TOP= 356,82
INV.IN= 347.3 \ Y
INV.OUT- 347.0
NOTES:
r
I .
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIG11 5TANDARD5
AND SPECIFICATIONS.
2.
BOUNDARY AND EXISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG
LAND SURVEY COMPANY.
3.
TOPOGRAPHIC INFORMATION FOR THE 517E WAS TAKEN FROM A DIGITAL FILE PROVIDED BY EUNGBURG LAND
I
SURVEY COMPANY.
4.
NO MMA MAPPED FLOOD PLAINS EXIST ON THIS 51TE PER FEMA MAP NUMBER 3720078700J DATED MAY 2,
2006.
I 5.
THE SITE HAS BEEN REVIEWED FOR WETLANDS, NEU5E RIVER BUFFERS AND CREEKS BY SOIL R ENVIRONMENTAL
CONSULTANTS, INC. THE BUFFERED STREAM 15 BASED ON TOP OF BANK SURVEY SHOTS BY ELINGBURG LAND
L
SURVEY COMPANY.
- - - -I G.
THE FLOOD SOILS INFORMATION WAS TAKEN FROM CITY OF RALEIGH AND WAKE COUNTY (MAPS.
C.13.TOP=3NOW OR FORMERLY /
1Nv.our= 3a7.57.5 HILBURN TOWNHOME ASSOC INV \
PIN: 0787-44-8454
ZONED:
HOAO /\ \
VIENNA \ \
CREST DRIVE
(EXISTING)
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L---L-----I----I--- L---jI
CURVE
I RADIUS
I ARC LENGTH
I CHORD LENGTH
CHORD BEARING
C I
I 256.00'
66.46'
66.27
5 02"25' 13' W
C2
1 570.00'
154,29'
154.09-
5 14"5551"W
I I I I
I I I I
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PRELIMINARY PLANS
NOT FOR CONSTRUCTION
O 15 30 60
GRAPHIC SCALE
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SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
RegWaUon: P-0151
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OCTOBEP 14, 2020
2
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COURT PIN: 0787-44-471 1
ZONED: R-4
(EXISTING) �,- USE: 5F
\ M.H.
I \\ TOP=344.7G
\ INV.IN- 33G.5
INV OUT= 334 9
SALLY IERSTON
PIN: 0757-44-5744
ZONED: R-4
USE: 5F
EX. M.H -�
TOP= 352.09
INV.IN(5)- 339.0
INV.IN(E)= 33e.0
INV.OUT= 338.9
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TOP- 351.57
INV.IN= 345.E
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+ ��
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PIN: 0757-44-0461
ZONED: R-4
USE: HOA
NOW OR FORMERLY
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PIN: 0787-33-6769
ZONED: P.-4
USE: GRDN AFT
NOW OR FORMERLY \ //
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y
PIN: 0787-44-7705
ZONED: R-4
USE: Sr
F.E.S. / / � \
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FIE.S.
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TO?- 352.93 / / \ \ \ \ /
INV.OUT= 339.1
C.B. TOP=351.30
INV.IN (N)= 345.6,�,
INV.IN (5)= 345-.8 \ \ y
INV.OU`//
\ \ y
\ \ y
C.B. TOP- 35d82
INV.IN= 347.3 \ Y
INV.OUT= 347.0 \ /'
V/
NOTES:
r I'
1.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF KALEIGH STANDARDS
AND 5PECIFICATION5.
I 2.
BOUNDARY AND EXISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY EUNGBURG
LAND SURVEY COMPANY.
I 3.
TOPOGRAPHIC INFORMATION ORTHE SITE WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG LAND
SURVEY COMPANY.
4.
NO FEMA MAPPED FLOOD PLAINS EX15T ON TH15 SITE PER FEMA MAP NUMBER 3720078700J DATED MAY 2,
2000.
I 5.
THE SITE HAS BEEN REVIEWED FOR WETLANDS, NEU5E RIVER BUFFERS AND CREEKS BY 501L t ENVIRONMENTAL
CONSULTANTS, INC. THE BUFFERED STREAM 15 BASED ON TOP OF BANK SURVEY SHOTS BY EUNGBURG LAND
- - -1 G.
SURVEY COMANY
FLOOD SOILS INFORMATION WAS TAKEN FROM CITY OF RALEIGH AND WAKE COUNTY IMAP5.
7.
THE REMOVAL OF THE EXISTING MANHOLE AND 8' SANITARY SEWER SHALL BE DONE PER CORPUD APPROVAL.
V
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L.B. TOP- 35OZG
INV.OUT= 347.5 / \
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\
PIN: 0787-44-8484 /\ �1 SUITE 001
\^� ZONED: R-10
PO BOX 1D62
VIENNA USE: HOA/\ \\\ APEX, NC 27502
I CREST DRIVE \ \ \ Oifim: 919-387-1174
\ \ \ Registration: P-0151
I (EXISTING) / / \ \ \ w Jone ossen mom
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INV:O-UT= 3�0.7 TO BE REMOVED 4
RE-ROUTED (SEE SHEET 5)
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I`!\88-0\7'47" W 67./95' / 1 / TOP= 3G3.02
\ CaE. TOP= 3G 17 / INV.IN(5)= 35 LG
\ INV:1N= 35ZlI / INV.IN(N)= 3 2.2 r
`INV.O T-15G.9 / �/ INV.OUT-3 14
Ex
V
EX. PH
C.B. TOP= 3G7.35
INV.OUT= 35P.5
EXISTING 5'
51DEWALK
(TYPICAL)
EXISTING SEWER
TO BE REMOVED
(SEE NOTE 7)
I �
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I CHORD LENGTH
I CHORD BEARING
CI
I 25G.00
I GGAG'
I GG.27'
I 502-25'13'W
C2
1 570.00'
1 154.29'
1 154.09'
1 5 14°5515I n W
I I I I
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NOT FOR CONSTRUCTION
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GRAPHIC SCALE
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OCTODER 14, 2020
3
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PIN: 078-471 I PIN: 0
COURT ZONED: P-4 ZONED: R-4
(EXISTING) �,,\\ USE:5F i USE: SF
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\ PIN: 0787-44-4G I I I + ++ +'4-'+ + + +
ZONED: R-4
USE: SF 5.5.
I \ I+++ + +++4 ENT
+ h++$++ 30' 20'
++ IF ++1+ ZONE ZONE 2
\ ++I +++
6-h++ + +1:
15O' NEU51f I I I 1
++�+�+++ •�RIVER BUFF
iEP� I I
+ BIO-RETENTION I
\ tUn AREA
+ +1+ (SEE SHEET 5) /
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PIN: 0787-44-0451
ZONED: R-4
USE: HOA
LINE (fYP.)
LINE (TYP
DUPLEX _
UNIT (TYP.)
—
NOW OR FORMERLY
THORNHILL APARTMENTS OWNER LLC
PIN: 0787-33-G7G9
ZONED: R-4
USE: GRDN APT
++++
O + + + TOP OF /
t -{_+ IBANK / STRE�
ORIGIN
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SEWER EASEMENT \. ':'+/NEW H/C 1
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r
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C4G (TYP.)
2' R/W
DEDICATION
NEW G,
SIDEWALK
EXISTING 5'
SIDEWALK
(TYPICAL)
SIDEWALK
ADJUSTMENT
-'I— I
NOTES:
r I
I .
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2.
BOUNDARYAND EXI5TING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ffUNGBURG
LAND SURVEY COMPANY.
I I
3.
TOPOGRAPHIC INFORMATION FOR THE 51TE WAS TAKEN FROM A DIGITAL FILE PROVIDED BY EUNGBURG LAND
I I
SURVEY COMPANY.
4.
NO FEMA MAPPED FLOOD PLAINS EXI5T ON THIS SITE PER FEMA MAP NUMBER 3720078700J DATED MAY 2,
G
I I I
5.
THE SITE HAS BEEN REVIEWED FOR WETLANDS, NEUSE RIVER BUFFERS AND CREEKS BY 501L t ENVIRONMENTAL
CONSULTANTS, INC. THE BUFFERED STREAM 15 BASED ON TOP OF BANK SURVEY SHOTS BY EUNGBURG LAND
_
L
SURVEY COMPANY.
— — — -L
G.
THE EXISTING PARCEL 15 LE55 THAN 2 ACRES 50 TREE CONSERVATION AREA 15 NOT REQUIRED PER UDO SECTION
9.1.2.
7.
THI5 SUBDIVISION AND PROP05ED USE 15 EXEMPT FROM STORMWATER REQUIREMENTS PER UDO SECTION
9.2.2.A.2.b.,
8.
THE MAXIMUM IMPERVIOUS SURFACE AREA PERCENTAGE FOR THI5 SUBDIVISION SHALL NOT EXCEED G5% PER UDO
SECTION 9.2.2.A.4.a.
9.
DEVELOPMENT PROP05E5 PAYMENT OF A FEE-IN-UEU FOR REQUIRED STREET TREES ALONG HILBURN DRIVE DUE TO
THE EXI5TING SANITARY SEWER MAIN AND EASEMENT ALONG THE STREET FRONTAGE.
10.
DEVELOPMENT PROP05E5 PAYMENT OF A PEE-IN-UEU FOR THE UNCO145TP.UCTED PORTION OF SIDEWALK ALONG
THE HILBURN DRIVE STREET FRONTAGE. FEE-IN-UEU SHALL BE BASED ON COP STANDARD G' WIDE SIDEWALK.
1 1 .
OFF-51TE SIDEWALK WILL REQUIRE ADJUSTMENT IN THE OFFSET DISTANCE FROM BACK -OF -CURB GIVEN THE LIMITED
EXI5TING SHOULDER WIDTH ALONG HILBURN DRIVE.
12,
CONSTRUCTION C05T OF OFF -SITE SIDEWALK SHALL BE EUGABLE FOR REIMBURSEMENT.
13.
THE LOT 2 DUPLEX ENCROACHMENT INTO ZONES I AND 2 OF THE NEU5E RIVER BUFFER HAS BEEN APPROVED BY
PERMITTING THROUGH THE NCDWR (PERMIT NO. DWRk20-0357).
14.
CONDITIONS OF APPROVAL UNDER NCDWR PERMIT NUMBER DWU20-0357 INCLUDE APPROVAL Of
STORMWATER MANAGEMENT PLAN FOR LOT 2 (SEE SHEET 5) AND PAYMENT OF COMPEN5ATORY MITIGATION FOR
THE NEU5E RIVER BUFFER IMPACTS.
NOW OR FORMERLY
HILBURN TOWNHOME A550C INV / \
PIN: 0757-44-8484 /X \
ZONED: R-10
USE: HOA
HIL13URN TOWNhOMES
I I I I I I I
I I I j I I I
I I I I I I I
I I I I I I I
I I I I I
CURVE
IP.ADIU5
ARC LENGTH
CHORD LENGTH
CHORD BEARING
CI
254.00'
65.40'
65.22'
S02°255Z
C2
868.00'
68.59'
68.58'
512°06'5 I " W
C3
I 868.00'
86.00'
I 85.96'
517°121S91;W
I I I I I
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EXI5TING SITE DATA
SITE ADDRE55
7401 HILBURN DRIVE
PIN NUMBER
0787-44-5555
DEED BOOK
DB 017427, PG 2445-2475
RECORDED MAP
BK 1998, PG 1 110
ZONING
R-10
ACREAGE
0.92 ACRE
OVERALL SITE DATA
ZONING
R-10
PARCEL INFORMATION
ACREAGE
0.92 ACRE
RIW DEDICATION
0.02 ACRE
NET 5UBDIV1510N AREA
0.90 ACRE
PROP05ED LOTS
LOT I
0. 16 ACRE
LOT 2
0.74 ACRE
PROPOSED U5E
ATTACHED HOUSE
0 15 30 60
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
GRAPHIC SCALE
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221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
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1 NOW OR FORMERLY i SALLY IERSTON \\ 1 1S \ PIN: 0757-4-4
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PIN: 0757-44-471 1 I "-. �`i\ USE: 5F
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COMBINATION \ TW=346. I / (RETAINING
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FENCE 4SILT i-I+ TW=346.0 I I EMERGENCY
i FENCE
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NOW OR FORMERLY 3A5 \"'m
BRECKENRIDGE A550CIATION OF RAL INC
PIN: 0787-44-0481 / a �18N �I m O III f
ZONED: R-4 tiai
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BUILDING SET BACK W
(TYPICAL)
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SIDEWALK
\61�k 0%F DR. PRIV i/JB# i i (TYPICAL) __ TOP GRATE-360.0 ';�/ TOP362.2 _
T T _ _
_------------------------------- INV. IN=355.9- I I I T--T-- - r- -
INV.
OUT 355.7 _ \_ _ � / / INV-1N=356////� / � 1 I
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NEW STORM
DRAINAGE
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THORNHILL APARTMENTS OWNER LLC
PIN: 0787-33-67G3 // �'" t„E'W _ L
ZONED: R-4 / / -y � X. Ph
U5E: GRDN APT
DUPLEX CR055 5ECTION
AVERAGE PRE -DEVELOPMENT AND
POST -DEVELOPMENT GRADES AND BUILDING HEIGHT
Pre-Develo merit
Building Grades
Pre -Development
Average Grade
Maximum Allowed
Building Height
BUILDING #
North Side
I East Side
I South Side
I West Side
1
351.9 - Low
352.0 - Low
358.2 - Low
351.9 - Low
352.0 - High
358.2 High
359.8 High
359 B - High
355.5
395.5
352.0 - A .
355.1 Avg.
359.0 Avg.
355.9 - A
2
343.9 Lax
346.9 Lox
348.0 - Low
343.9 - Low
_
346.9 High
348.0 High
350.9 High
350.9-High _
347.5
387.5
345.4 Avq
347.5 A
349.5 A
347 4 A
Past Develo ment
Building Grades
I Post -Development
Average Grade
Maximum Proposed
Building Height
BUILDING #
North Side
East Side
South Side
West Side
1
353.0 Low
360.0 Law
361.0 Law
ow
360.0 High
361.5 High
361.5 High
igh
358.9
390.22
356.5-A .
360.8 Avg.
361.3-A .
2
345.3 Low
349.E Low
351.8 -Low
S45.3
ow349.8
High
358.5 High
358.5 - Hgh
igh
351 4
387.44
347.6 - A .
354.2 A .
355.2 - A .
.
Notes:
1) Pre -development grade averag was determined by finding the average elevation of each side of the building (north, east, west &
south) and then averaging those 4 elevations to find the overall average.
2) Post -development average grade a the building finish floor elevation (FFEL
3) Maximum allowed bulldog Insight was determined by taking the minimum elevation of the pre -development or post -development
average grade and adding 40 feet.
4) Maximum proposed building height was determined by taking the post -development average grade (FFE) and adding the
proposed building height.
NOTES:
I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. BOUNDARY AND EXISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG
LAND SURVEY COMPANY.
3. TOPOGRAPHIC INFORMATION FOR THE 517E WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG LAND
SURVEY COMPANY.
4. NO FEMA MAPPED FLOOD PLAINS EXIST ON THI5 51TE PER FEMA MAP NUMBER 3720078700J DATED MAY 2,
2006.
5. THE SITE HAS BEEN REVIEWED FOR WETIAND5, NEU5E RIVER BUFFERS AND CREEKS BY SOIL 4 ENVIRONMENTAL
CONSULTANTS, INC. THE BUFFERED STREAM 15 BASED ON TOP OF BANK SURVEY SHOTS BY ELINGBURG LAND
SURVEY COMPANY
G. CONTRACTOR SHALL HAVE NORTH CAROLINA 81 1, INC. LOCATE ALL EX15TING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION
7. ALL STORM DRANAGE INFORMATION 15 SHOWN FOR INFORMATION ONLY. FINAL STORM DRAINAGE DESIGN
INCLUDING STORMWATER CONTROLS SHALL BE PROVIDED WITH THE 5PR SUBMITTAL.
8. THE LOT 2 Di ENCROACHMENT INTO ZONES I AND 2 OF THE NEUSE RIVER BUFFER HAS BEEN APPROVED BY
PERMITTING THROUGH THE NCDWR (PERMIT NO. DWR#20-0357).
9. CONDITIONS OF APPROVAL UNDER NCDWR PERMIT NUMBER DWR#20-0357 INCLUDE APPROVAL OF A
5TORMWATER MANAGEMENT PLAN FOR LOT 2 AND PAYMENT OP COMPENSATORY MITIGATION FOR THE NEUSE
RIVER BUFFER IMPACTS.
10. THE 5TORMWATER CONTROL PLAN FOR LOT 2 SHALL U5E A BYO -RETENTION DEVICE TO MEET THE CONDITIONS OF
APPROVAL UNDER NCDWR PERMIT NUMBER DWR#20-0357.
STORM DRAINAGE TABLE
INLET#
INTENSITY
(in/hFj
INLETDA
(ac)
TOTAL DR.
AREA(ac)
C
0,10Ids)
PIPE (in)
SLOPE
EX. CB
7.0
6.00
6.00
0.60
25.2
30
110
JB#1
7.0
---
6.00
0.60
25.2
30
1.0
YI#2
7.0
0.20
6.20
1 0.60
26.0
30
7.5
MAXIMUM IMPERVIOUS WITHOUT DEVICE ORSTUDY PER UDO SECTION 9.2.2.A.4.1, 4 c.
LOT I IMPERVIOUS LIMIT: (6,903.6 5F x 65%) - 0 5F IMPERVIOUS IN RW = 4,467.3 5F
LOT 2 IMPERVIOUS LIMIT: (32,224.0 SF x 65%) - 2,61E 5F IMPERVIOUS IN RAN = 18,329.E 5F
NOTES:
I, IMPERVIOUS UNIT FOR EACH LOT TORE RECORDED ON PLAT PRIORTO BUILDING PERMITS.
2. IMPERVIOUS IN 9W 15 G' 51DEWALK ALONG SITE FRONTAGE INCLUDING OFF-51TE SIDEWALK.
IMPERVIOUS IN RAN 15 43G PT x 6 PT - 2, G 16 5F.
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
O 15 30 60
GRAPHIC SCALE
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221 N. SALEM ST,
SUITE ODi
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
www.jonesmwwn.com
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COURT PIN: 0757-44-471 1
ZONED: R-4
(EXISTING)-_ USE:5F
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\\ NOW OR FORMERLY
JUSTIN 4 BLAIR BROWN
\\ PIN: 0787-44-4G11
ZONED: R-4
I \\ USE: SF
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NOW OR FORMERLY
BRECKENRIDGE ASSOCIATION OF PAL INC
PIN: 0787-44-0461
ZONED: R-4
USE: HOA
BUILDING
(TYPICAL)
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF
THE WATER AND SEWER, AS APPROVED IN THESE PLANS, I5 RESPONSIBLE
FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 99G-2409, AND
THE PUBLIC UTILITIES DEPARTMENT AT 90G-4540, AT LEAST TWENTY
FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THI5 NOTIFICATION FAILURE,
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF
RALEIGH STANDARDS WILL RESULT IN A FINE AND PO-95113LE EXCLUSION
FROM FUTURE WORK IN THE CITY OF RALEIGH.
I \ \
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PIN: 0757-44-5744
ZONED: R-4
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LOT
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SIDEWALK
\ 2Q PRIv/y�
NEW STORM
ALGINAGE CB
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1.
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THORNHILL APARTMENTS OWNER LLC 7 /7/
PIN: 0787-33-G7G9 EX WV L
ZONED: R-4 /�EXFILL
USE: GRDN APT
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NOW OR FORMERLY
/
PHILIP 4 TYLER LINDSEY
PIN: 0787-44-7705
ZONED:. R-4
USE: SF
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HILBURN TOWNHOME A550C INV /
PIN: 0787-44-5484 /X\
ZONED:
HOAO
VIENNA \ \
CREST DRIVE \ \
(EXISTING)
\ \
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5 KANDARD Y/77L l7Y NO TE5:
I. ALL MATEMAL5 t CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DE51GN STANDARDS, DETAILS 4 SPECIFICATIONS
(REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY5EPARATIONREQUIREMENT5:
a.A DISTANCE OF 100 SHALL BE MAINTAINED BETWEEN SANITARY SEWER 4 ANY MVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED t INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER THE MINIMUM SEPARATION SHALL
NOT BE LE55 THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
b.WHEN INSTALLING WATER VOR 5EWER MA1N5, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10. IF THI5 SEPARATION
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED 15 THE WATER MAIN IN A SEPARATE TRENCH WITH THE
ELEVATION OF THE WATER MAIN AT LEAST 18* ABOVE THE TOP OF THE SEWER 4 MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER,
..WHERE IT 15 IMP05515LE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAN, DIP MATERIALS
OR STEEL ENCASEMENT EXTENDED 1 O ON EACH SIDE OF CRO55ING MUST BE SPECIFIED t INSTALLED TO WATERLINE SPECIFICATIONS.
d.5.0' MINIMUM HORIZONTAL SEPARATION 15 REQUIRED BETWEEN ALL SANITARY SEWER * STORM SEWER FACILITIES, UNLESS DIP MATERIAL
15 SPECIFIED FOR5ANITARY5EWER.
e.MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAN E RCP STORM DRAIN CROSSINGS; MAINTAIN 24' MIN. VERTICAL
SEPARATION AT ALL SANITARY SEWER 4 RCP STORM DRAIN CR055ING5. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
SPECIFY DIP MATERIALS t A CONCRETE CRADLE HAVING G" MIN. CLEARANCE (PER CORPUD DETAILS W-41 t 5-49).
I. ALL OTHER UNDERGROUND UTILITIES SHALL CK055 WATER t SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW 4 APPROVAL OF AN AMENDED PLAN NOR PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR5HALL MAINTAIN CONTINUOUS WATER 4 SEWER SERVICE TO EXISTING RESIDENCES# DU51NE55ES THROUGHOUT CONSTRUCTION OF
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBUC
UTILITIES DEPARTMENT.
5. 3.0 MINIMUM COVER 15 REQUIRED ON ALL WATER MAINS t SEWER FORCE MAINS. 4.0' MINIMUM COVER 15 REQUIRED ON All REUSE MAINS.
G. IT 15 THE DEVELOPERS RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER * SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A
SITE UNLESS DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS I NCWDE5 ABANDONING TAP AT MAIN t REMOVAL OF SERVICE
FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 3M' COPPER WATER SERVICES WITH METERS AT THE STREET PW. NOTE: IT 15 THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE THE
WATERSERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW t PRESSURE.
e. IN5TAU-4° PVC 5EWER5ERVICE5 AT I.0%MINIMUM GRADE AT THE STREET RW.
9. PRE55URE REDUCING VALVES ARE REQUIRED ON ALL WATER5ERVICE5 EXCEEDING 80 P51; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
5EWER5EKVICE5 HAVING BUILDING DRAINS LOWERTHAN I .Q ADOVETHE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPUCABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, UEACE */OR FEMA FOR ANY RIPARIAN BUFFER
WETLAND VOR FLOODPWN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
1 I . NCDCT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK. (INCLUDING MAIN EXTENSIONS NOR SERVICE TAPS) WITHIN STATE ROW
PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR/ OIL WATER SEPARATOR SIZING CALCULATIONS t INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORFUD FOG
PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT RM BEASLEY AT (919) 99G-2334 OR
TIMOTHY.BEA5LEY RAEIGHNC.GOV FOR MORE INFORMATION.
13. CR055-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-5 OF
THE RUIE5 GOVERNING PUBUC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL
MEET AMERCAN SOCIETY OF SANITARY ENGINEERING (ARSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CAL FORNIA APPROVAL LIST.
THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER 15 MORE STRINGENT. CONTACT JOANIE HARTLEY AT IS 13
99G-5923 OR JOANIE.HAKTLEYQRALFIGHNC.GOV FOR MORE INFORMATION.
NOTES:
I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE IMTH CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. BOUNDARY AND EXISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG
LAND SURVEY COMPANY.
3. TOPOGRAPHIC INFORMATION FOR THE 517E WAS TAKEN FROM A DIGITAL FILE PROVIDED BY EUNGBURG LAND
SURVEY COMPANY.
4. NO FEMA MAPPED FLOOD PLAINS EX15T ON THI5 51TE PER FEMA MAP NUMBER 3720075700J DATED MAY 2,
200G.
5. THE 51TE HAS BEEN REVIEWED FOR WETLANDS, NEU5E RIVER BUFFERS AND CREEKS BY 501L 4 ENVIRONMENTAL
CONSULTANTS, INC. THE BUFFERED STREAM 15 BASED ON TOP OF BANK SURVEY SHOTS BY EUNGBURG LAND
5URVEY COMPANY.
G. CONTRACTOR SHALL HAVE NORTH CAROUNA 81 1, INC. LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
7. WATER SERVICE CONNECTIONS TO THE EXISTING 12' DI WATER MAIN IN HILBURN DRIVE SHALL BE BY OPEN CUT.
CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBUC RAW WITH CORPUD AND RIGHT-OF-WAY SERVICES.
8. THIS DEVELOPMENT SHALL RECORD A 10 COR5ANITARY5EWER EASEMENT ALONG THE EXISTING a, SANITARY
SEWER MAIN ALONG THE HILBURN DRIVE FRONTAGE.
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
0 15 30 GO
GRAPHIC SCALE
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Consult
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Service for additional
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Information
concerning other alternatives for vegitation
of denuded areas. The
above vegetation
rates are those which do well under
local conditions; other
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seeding rate
combinations are possible.
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perminate vegitation. Do
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before mowing, otherwise
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5ADDIe INSTPINTION UMITS I OrfoPRALECH
DEPARTMENT OF RJBUC UIIU RED
LATERAL SADDLE I145TALLATION
DETAIL FOR PVC PIPE
DAif sIONS ATE
V5-3NI
ago
SEEDBED PREPARATION
1.) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
conditions, If available.
2.) Rip the entire area to 6 inches deep.
3.) Remove all loose rock, roots, and other obstructions leaving surface
reasonably smooth and uniform.
4.) Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with
soil. (see below)
5.) Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is
prepared 4 to 6 inches deep.
6.) Seed on freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7.) Mulch Immediately after seeding and anchor mulch.
8.) Inspect all seeded areas and make necessary repairs or reseedings within
the planting season, if possible. If stand should be over 60% damaged,
reestablish following original lime, fertilizer, and seeding rates.
9.) Consult Conservation Inspector for maintenance treatment and fertilization
after permanent cover is established.
Apply. Agricultural Limestone - 2 tons / acre ( 3 tons / acre in clay soils).
Fertilizer - 1000 lbs. / acre 10-10-10. Superphosphate - 500 Has. / acre -
202. Mulch - 2 tons / acre - small grain straw. Anchor - Asphalt Emulsion
0 300 gals. / acre.
221 N. SALEM Si
SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Registration: P-0151
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SUPPLEMENT-EZ FORM COVER PAGE
Please indicate the types, quantities and locations of SCMs that will be used on this project:
Refresh Sheet (Click Button Below)
Infiltration System t_QU__1
antity
Location(s)
---
Bioretention Cell
- -
7401 Hilburn Drive
Wet Pond
_ _
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
—_ Green Roof —
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
-- - — Dry Pond
—
-
Designer information for this project:
Jame and Title:
Peter Cnossen - Engineer
organization:
Jones & Cnossen Engineering, PLLC
itreet address:
221 N. Salem Street, Suite 001
;ity, State, Zip:
Apex, North Carolina 27502
Shone number(s):
919-387-1174
-mail:
peter@jonescnossen'.com
Designer
Applicant:
Project Name:
Hilburn Drive Duplex Lots
Address
F_ 1704 Hilburn Drive
City / Town
Raleigh
Company:
Marlowe & Mo le, LLC
Contact:
Mailing Address:
_
HowardMoye.
314 W. Millbrook Road, Suite'013
Raleigh, North Carolina 27609
City, State, Zip:
Phone number(s):
919-844-7888
Email:
[e-mail]
Certification Statement:
Refresh eet (Click Button Below) I certify, under penalty of law: that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
that the information provided in the form is, to the best of my knowledge
t and belief, true, accurate, and complete; and
Signature of Designer that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
L'4.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
Dates violations as well as a report being made to my professional board.
Cover Page 1 3:19 PM 12/28/2020

BIORETENTION CELL Hilburn Drive DuDlex Lots
THE DRAINAGE AREA 1
Drainage area number j 1 Break down of BUA in the drainage area (both new and existing):
Total coastal wetlands area (sq ft) Parking /driveway (sq ft) 619 sf
................. _ _ .... ....... ..m._.. ._ _..._.........................................................
Total ..surface water area (sq ft) Sidewalk (sq ft) 120 sf
__.....-__-........... - _._-___ ._ _____.... ................................................. ................................. -- .. ___..__.....__- . . _ __..._._. _...___ ...__. - ............................... ............ ._ .,.. _ ............
Total drainage area (sq ft) € 6098 sf Roof (sq ft)- 2525 sf
_.-
BUA associated with existing development (sq ft) Roadway (sq ft)
Proposed new BUA (sq ft) ! 3264 sf Other, please specify in the comment box below (sq ft)
............... .. - ....____. .. ._........................ ........ ....... ......... ........ ......... ........ - ....... _..._..,... ._. .
Percent BUA of drainage area i' 54% Total BUA (sq ft) 3264 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify): Design rainfall depth (in) 1.0 in
Town of Apex Minimum volume required (cu ft) 274 cf
.-- ...................................... ......... - .. ................. _.... ......... .__ . ..
Design volume of SCM (cu ft) 300 d_,_
GENERAL MDC FROM 02H.1050
#1 Is the SCM sized to treat the SW from all surfaces at build -out? Yes #7 If applicable, with the SCM be cleaned out after construction? Yes
#2 Is the SCM located on or near contaminated soils? No #8 Does the mainetenance access comply with General MDC (8)? Yes
.... _ .. _ _
#3 What are the side slopes of the SCM (H:V)? 1 3:1 #9 Does the drainage easement comply with General MDC (9)? Yes
_ ._ __ .._.... _ _.. .. _ _ _ —� . _ - _ �__-.. -._-__ _.__ ___ _ ....... -__�.
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes? Yes #10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
__
#4 Are the inlets, outlets, and receiving stream protected from erosion (10-year storm)? f 'Yes #11 Is there an O&M Agreement that complies with General MDC (11)? Yes
#5 Is there a a bypass for flows in excess of the design flow? No #12 Is there an O&M Plan that complies with General MDC (12)? Yes
#6 What is the method for dewatering the SCM for maintenance? Other #13 Was the SCM designed by an NC licensed professional? Yes
BIORETENTION CELL MDC FROM 02H .1052
#1 SHWT elevation'(fmsl) < 341 ft #6 Percentage of medium to coarse washed sand by volume 75-85%
#1 Bottom of the bioretention cell (fmsl) 343.5 ft #6 Percentage of fines (silt and clay) by volume 8-10%
_-.-. - __. - ......... ....._.. .......... ........ __.,,........... ... _...... ...,.. ............................... ......,...... ..................... ........,.._ ......
#1 Distance from bottom to SHWT (feet) ?',2 ft #6 Percentage of organic matter by volume 5-10 /o
#2 Surface area of the bioretention cell (square feet) 300 sf #6 Type of organic material
-.�
#2 Design volume of the bioretention cell (cubic feet) 300 cf #7 Phosphorus Index (P-Index) of media (unitless) 30
#2 Ponding depth of the design storm (inches) 17 inw #8 Will compaction be avoided during construction? Yes
__
#3 Is ............................ __ . ___ _. _. _. -__ _ ..__ _ i _.... _ _ .. __ _ __...
#3 Depth of peak attenuation over planting surface (in) n/a #10 Describe the planting plan:
#3 Height of peak attenuation outlet above the planting surface (in) n/a The bottom surface will consist of bermuda sod.
#4 Infiltration rate of the in situ soil (inch/hour) .01 in/hr
...... ...._.._.__. _... _.... ............ .._..._ .........
#4 Diameter of the underdrain pipes (if applicable) 4 in
#4 Does the design include Internal Water Storage (IWS)? Yes #11 Depth of mulch, if applicable (inches)
it4 if so, elevation of the top of the IWS (fmsl) 344.5 #11 Type of mulch, if applicable
#4 Elevation of the planting surface (fmsl) 346.0 ft #12 How many clean out pipes are being installed?
- .-__..- _....... - -.-... ................................................. _.._._...... . _ ...._.. _....... „ _,,.-.., _ ..-._ ...
#5 Will the cell contain trees and shrubs? Yes #12 Briefly describe the pretreatment that will be used.
_ __...._.., ....................... .. ..... .__........................ --_..., ., ...,_.__....., ...,_.._ ..__ _ _...._..... _.. _... .�__._. _. ..._._.____......... _ ._. ,..W._ ..
#5 Media depth (inches) ; 30 in
ADDITIONAL INFORMATION
Please use this space to provide any additional information about this bioretention cell that you think is relevant to the review:
_..- ......................_..... ...,__.... ............... ........ ...,.. ._..................... ..._ ..., . .......................... ......... ...................
1. Dewatering of SCM will be by pumping if required.2. SHWT not present at elevation 341.0, so distance from bottom of the bioretention cell to SHWT is greater than 2'
Bioretention 1 3:22 PM 12/28/2020

9 LIMITED LIABILITY COMPANY ANNUAL REPORT ■
10/2017
NAME OF LIMITED LIABILITY COMPANY: MARLOWE & MOYE, LLC
SECRETARY OF STATE ID NUMBER: 0420273 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 7i' 9n
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Moye III, Howard D
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Only
E - Filed Annual Report
0420273
CA202017501745
6/23/2020 03:15
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
3144013 West Millbrook Rd
3144013 West Millbrook Rd
Raleigh, NC 27609-4380 Wake County Raleigh, NC 27609-4380
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Developers / Forestry Management
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
3144013 West Millbrook Rd
Raleigh, NC 27609-4380
3. PRINCIPAL OFFICE EMAIL: Privacv Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
P.O. Box 20667
Raleigh, NC 27619-0667
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Daniel Stewart Marlowe NAME: Howard D. Moye, III
TITLE: Managing Member TITLE: Managing Member
ADDRESS:
1200 Marlowe Road
Raleigh, NC 27609
ADDRESS:
1201 Marlowe Rd
Raleigh, NC 27609
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Howard D. Moye III 6/23/2020
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Howard D. Moye III Managing Member
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

Operation & Maintenance Agreement
Project Name: Hilburn Drive Duplex Lots
Project Location: 7401 Hilburn Drive
Cover Page
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the SCM(s).
The SCM(s) on this project include (check all that apply & corres
Infiltration Basin Quantity:
Infiltration Trench Quantity:
Bioretention Cell Quantity:
Wet Pond Quantity:
Stormwater Wetland Quantity:
Permeable Pavement Quantity:
Sand Filter Quantity:
Rainwater Harvesting Quantity:
Green Roof Quantity:
Level Spreader - Filter Strip Quantity:
Proprietary System Quantity:
Treatment Swale Quantity:
Dry Pond Quantity:
Disconnected Impervious Surface Present:
User Defined SCM Present:
Low Density Present:
onding
O&M sheets will
Location(s):
Location(s):
Location(s):
Location(s)
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Type:
1
No
No
No
be added automat)
rn
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature
Marlowe & Mo e, LLC
Howard Moye, Manager
314 W. Millbrook Road, Suite 013
Raleigh, NC 27609
919-844-7888
[e-mail]
a Notary Public for the State of
Date: I all - ::SL-- ` a-`
County of do hereby certify that �" o_�-c t� i si—
personally appeared before me this i,: ` day of �,� ���.i— ��C �3f` and
acknowledge the due execution of the ratio d M ' en Agr ment .
Witness my hand and official seal,
My Cornri -Sion Expires 6.11-2022
My commission expires
STORM-EZ 12/2812020
Version 1.5 O&M Agreement Page 1 of 1

Bioretention Maintenance Requirements
Important operation and maintenance procedures:
Immediately after the bioretention cell is established, the plants will be watered twice weekly if
needed until the plants become established (commonly six weeks).
Snow, mulch or any other material will NEVER be piled on the surface of the bioretention cell.
Heavy equipment will NEVER be driven over the bioretention cell.
Special care will be taken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
Remove top layer of fill media when the pool does not drain quickly. Based on the media
specification, the pool should drain within 24 hours.
After the bioretention cell is established, it will be inspected quarterly and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance shall be kept
in a known set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element:
Potential problem:
How to remediate the problem:
The entire bioretention
Trash/debris is present.
Remove the trash/debris.
cell
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, plant ground
The perimeter of the
erosive gullies have
cover and water until it is established. Provide lime and a one-
bioretention cell
formed.
time fertilizer application.
The structure is clogged.
Unclog the structure and dispose of any sediment off -site.
The flow diversion
structure (if applicable)
The structure is damaged.
Make any necessary repairs or replace if the damage is too
much for repair.
The inlet pipe is clogged
Unclog the pipe and dispose of any sediment in a location
(if applicable).
where it will not cause impacts to streams or the SCM.
The inlet pipe is cracked
or otherwise damaged (if
Repair or replace the pipe.
applicable).
Regrade the swale if necessary and provide erosion control
The inlet device
Erosion is occurring in the
Erosi
devices such as reinforced turf matting or riprap to avoid future
applicable).
swalerosion
problems.
Stone verge is clogged or
Remove sediment and clogged stone and replace with clean
covered in sediment (if
stone.
applicable).
Flow is bypassing
Regrade if necessary to route all flow to the pretreatment area.
pretreatment area and/or
Restabilize the area after grading.
gullies have formed.
Sediment has
Search for the source of the sediment and remedy the problem
accumulated to a depth
if possible. Remove the sediment and dispose of it in a location
The pretreatment area
greater than three inches.
where it will not cause impacts to streams or the SCM.
Provide additional erosion protection such as reinforced turf
Erosion has occurred.
matting or riprap if needed to prevent future erosion problems.
Remove the weeds, preferably by hand. If pesticide is used,
Weeds are present.
wipe it on the plants rather than spraying.

Bioretention Maintenance RPnuirPmPnts fcnntiniinril
SCM element:
Potential problem:
How to remediate the problem:
Best professional
practices show that
pruning is needed to
Prune according to best professional practices. Maintain lines
maintain optimal plant
of sight between 2'-6'.
health.
Determine the source of the problem: soils, hydrology, disease,
etc. Remedy the problem and replace plants. Provide a one-
Bioretention cell
Plants are dead, diseased
time fertilizer application to establish the ground cover if a soil
vegetation
or dying.
test indicates it is necessary. If sod was used, check to see
that it was not grown on clay or impermeable soils. Replace
sod if necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used,
wipe it on the plants rather than spraying.
Tree stakes/wires are
present six months after
Remove tree stake/wires (which can kill the tree if not
planting.
removed).
Spot mulch if there are only random void areas. Replace whole
Mulch is breaking down or
mulch layer if necessary. Remove the remaining mulch and
has floated away.
replace with triple shredded hard wood mulch at a maximum
depth of four inches.
Determine the extent of the clogging - remove and replace
either just the top layers or the entire media as needed.
Bioretention cell mulch
Soils and/or mulch are
Dispose of the spoil in an appropriate off -site location. Use
and media
clogged with sediment
triple shredded hard wood mulch at a maximum depth of four
inches. Search for the source of the sediment and remedy the
problem if possible.
An annual soil test shows
that pH has dropped or
Dolomitic lime shall be applied as recommended per the soil
heavy metals have
test and toxic soils shall be removed, disposed of properly and
accumulated in the soil
replaced with new planting media.
media.
The underdrain, filter
Clogging has occurred.
Wash out the underdrain system.
Clogging has occurred.
Clean out the drop inlet. Dispose of the sediment in a location
fabric element, and
outlet system
where it will not cause impacts to streams or the SCM..
The drop inlet is damaged
Repair or replace the drop inlet.
Erosion or other signs of
damage have occurred at
Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water
Discharges from the
bioretention cell are
causing erosion or
Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgrnt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Hilburn Drive Duplex Lots
2. Location of Project (street address):
7401 Hilburn Drive
City: Raleigh County: Wake Zip. 27613
3. Directions to project (from nearest major intersection):
Take Hwy. 70 west toward RDU Airport and take a right on Hilburn Drive which is the next right after the interection of
Hwy. 70 and Duraleigh Road/W. Millbrook Road. Following Hilburn Drive past Lynn Road and site is on the west side
of Hilburn Road opposite the Hilburn Townhome development on Vienna Crest Drive.
4. Latitude: 35 o 52 , 38 „ N Longitude: 78 o 42 , 53 „ W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): EINew ❑ Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *providea designer's certification
2. Specify the type of project (check one):
El Low Density El High Density El Drains to an Offsite Stormwater System El Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑ Sedimentation/ Erosion Control: 1-ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts �P41�-
b. If any of these permits have already been acquired please provide the Project N me, Prol ct/Permft mb
issue date and the type of each permit: Hilburn Drive Duplex Lots, DWR #20-0357, March 30, 2020, Minor Variance
Is the project located within 5 miles of a public airport? ❑ No El Yes
If yes, see S.L. 2012-200, Part VI: http://12ortal.ncdenr.org/webAr/rules-and-regulations
Form SW U-101 Version Oct. 31, 2013 Pagel of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Marlowe & Moye, LLC
Signing Official & Title: Howard Moye, Manager
b. Contact information for person listed in item 1a above:
Street Address: 314 W. Millbrook Road, Suite 013
City: Raleigh State: NC Zip: 27609
Mailing Address (if applicable): , u -" is y
City:_ CC_L State: Zip: 4-1(-e rcl
Phone: ( ) Fax: ( )
Email: t -1 o+iQ—
c. Please check the appropriate box. The applicant listed above is:
x❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Marlowe & Moye, LLC
Signing Official & Title: Howard Moye, Manager
b. Contact information for person listed in item 2a above:
Street Address: 314 W. Millbrook Road, Suite 013
City: Raleigh Stt1a��te:: NC Zip: 27609
Mailing Address (if applicable): �. �' . ` 4 &)yLP(.-I
City: State: N C Zip:
Phone: ( ) Fax: ( )
Email: b i COLt,,, Cg s
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organization: Peter Cnossen/Jones & Cnossen Engineering, PLLC
Signing Official & Title: Peter Cnossen/Engineer
b. Contact information for person listed in item 3a above:
Mailing Address: P.O. Box 1062
City: Apex State: NC Zip: 27502
Phone: [phone] Fax: ( 1
Email: [e-mail]
4. Local jurisdiction for building permits: Raleigh
Point of Contact: Phone #:
Form SWU-]01 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The impervious area from Lot 2 will be discharged to a bio-retention device to comply with
Condition 4 of the Minor Variance.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
® Approval of a Site Specific Development Plan or PUD Approval Date: July 29, 2020
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II -Post Construction
3. Stormwater runoff from this project drains to the Neuse
4. Total Property Area: 0.68 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.06 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 0.74 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHK9 line, and coastal wetlands landward from the NHW (orMHK9 line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MHiv) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 18.3 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Turkey Creek
Stream Class *
B
Stream Index Number *
27-33-2
Total Drainage Area (sf)
32,224
On -site Drainage Area (so
32,224
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (so
3,264
% Impervious Area** (total)
10.1%
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
2,525
On -site Streets (so
On -site Parking (so
619
On -site Sidewalks (so
120
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (so:
3,264
* Stream Class and Index Number can be determined at: http //portal.nedenr.orZlweb/wg/ps/esu/classi{ications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
All impervious is site specific to Lot 2, ,so there is no off -site contribution.
Projects in Union County: Contact DEMLR Central Office staff'to check if theproject is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packageswill be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr,org/web/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttp://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for eachsubmitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. pdc
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/`onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
n/a
pdc
n/a
for
pdc
pdc
pdc
pdc
Form SW U-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify see calculations
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].) AA
10. A copy of the most current property deed. Deed book: —Page No: A?
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/`CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from httl2://portal.ncdenr.org/web/Ir/state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Peter Cnossen
Consulting Firm: Jones & Cnossen Engineering, PLLC
Mailing Address: P.O. Box 1062
City: F
Phone:
ex
State: NC
919 )387-1174 Fax:
Email: [e-mail]
Zip: 27502
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessmentof civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
I,
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item Ia)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Date:
a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

17G4
Hilburn Drive Subdivision
5TORMWATER CALCULATIONS
APEX, NORTH CAROLINA
155UED: 1 0/ 1 3/2020 PREPARED BY:
JONE5 t CN055EN ENGINEERING, PLLC
221 N. 5ALEM 5T., SUITE 001 , P.O. 50X I OG2
APEX, NC 27502
9 1 9-387- 1 174 (PI-10NE)
91 9-387-3375 (FAX)

Table of Contents
Narrative
Bio-Retention # I Calculations 2-4
Bio-Retention # I Routing 5- 1 0
5HWT Documentation 1 1-1 2
Drainage Map 13

If--
The 5tormwater Management Plan (M5P) approval for the Hilburn Drive Duplex Lots 15 Condition 4 of the Approval of Minor
Variance under DWR#20-0357. The M5P 15 required for the NeU5e Rwer Buffer impacts a550aate with Lot 2. A bio-retention
device will be used to meet Condition 4, and the device will be Sized to accept drainage from the imperviou5 surfaces that
include the duplex and driveway. A5 such, it will be the re5pon5ibility of the builder to pipe the duplex roof gutters to the bio-
retention area, and qrade the lot for divertmq a5 much runoff to the bio-retention area a5 practical.
The bio-retention device 15 exempt from City of Raleigh 5tormwater recfuirement5 per 5ection 9.2.2.A.2.b.i. 5o, the bio-
retention area will be designed to meet the "first flush" only.
Calculate post -development C-value' for bio-retention drainage area
Description
Duplex impervious surface area
On -site drainage area
TOTAL DRAINAGE AREA
Composite 'C-value' _
Precipitation Intensity for a 5 minute storm:
12 =
110 =
1100 =
The calculated design flows are:
Q2 =
Clio =
Q 100 =
Calculate the time to peak by BMP Manual Appendix B:
Area a C value j�W
0.075 1.00 98
0.065 0.25 61
0.14 acres
0.65
5.53 m/hr
7.04 m/hr
8.71 in/hr
0.5 cf5
0. G cf5
0.8 cf5
P =
3.9 mche5
CN =
81
5 =
2.37
Q. =
2.02 mche5
Time to Peak =
15 mmute5
Estimated impervious surfaces from above = 0.075 acre
Impervious Percentage = 0.075 ac/0. 14 ac = 54%
2. Calculate volume from l 'storm using the 5imple Method for total build -out
Rv = 0.05+0.9(In) where IA = 5497o
Rv = 0.54
Calculated Volume = (3,630)(Rv)(RD)(A)
Volume = (3,630)(I ")(0.54)(0. 14 ac)
Volume = 274 cf (recluired)
Volume = 300 cf (provided)
2

3. Calculate minimum required surface area
Assumed depth of storage area = I '
5A = V / depth
5A = 274 5f (Required)
5A = 300 sf (Provided)
4. Determine depth of 5CM and if underdrain5 will be required
Given that we intend to sod the bio-retention device, a depth of 2.5' was selected.
Per the recommendations of 5pecification5 from the North Carolina 5CM Manual, the following Soil
mix will be used in this device:
75 - 85% Sand
8 - 1 0% Fines
5 - 10% Organic
Underdram5 will be used to a55i5t in conveying the water from the filtered Sod to the provided n5er
strcuture.
5. Calculate water draw through rate
K = 1 .0 m/hr
A = 300 5f
H = 4.5'
L = 3.5'
Q = (2.3e 5) ' K ' A ' H/L
Q = 0.09 cf5
6. Calculate time to remove 300 cf @ flowrate 0
T,_S = V1_5 / Q
T1_5 = 03 hr5.
7. Calculate time to drawdown water from Saturation to 2.5 ft below surface
Assign Porosity - 45% (n = 0.45)
V5.4 = (2.5ft) " (5A) - 0.45
V5_4 = 338 cf
T5_2 = V5.2 / Q
TS_2 = 1.0 hr5.
RE

6. Total time to draw water through sod
Time = T5_1 + T5-2
Time = 1 .9 his.
9. Calculate underdrain pipe capacity
N D = 16 " [Q ' n / 5 0.5)_Iva
N"D=2.3in
Therefore, use two (2) 4" corrugated plastic pipes at 0.5% will work
l O. Determine the depth of the gravel envelope surrounding the drainage ppe
Since the underdram5 are 4" diameter, the depth of the gravel envelope shall be a minimum of G" deep
(4" pipe diameter + 2" cover).
The routing outflow from the bio-retention area are:
Q2 = 0. 1 cfs
Q i o = 0. 2 cfs
Q 100 = 0. 6 cfs
0

1764
10/13/2020
Hilburn Road
Bio-Retention 2 - Yr Storm
Peak Flow =
10.5
Infiltration Rate
0.1
Time to Peak =
19
-------- --------- ------
Time (min) Inflow (cfs) Storage (cf)
Stage (ft)
Outflow (Cfs)
0 0.0 0
0
0.00
0
1.9
0.0 0
0.00
0.10
0
3.8
0.0 0
0.00
0.10
-6
5.7
7.6
0.1 -6
1
-5
0.00
0.00
0.10
0.10
9
9.5
0.3
3
j 0.01 0.10
17
11.4
0.3
20 0.07
0.10
26
13.3 0.4 46 0.14 0.10
34
15.2 0.5 80 0.24 0.10
40
17.1 0.5 119 0.10
44
19
0.5
164 0.42
0.10
46
20.9 0.5 209
44
22.8 0.5 254
40
24.7 0.4 294
0.51
0.59
0.65
0.10
0.10
0.10
37
26.6
0.4
331
0.70 0.10
31
28.5
0.3
362 0.75
0.10
25
30.4
0.3
387
0.78
0.10
20
32.3
0.2 407
0.81
0.10
34.2
0.2-
16
423
0.10
13
36. 1
0.2
435
0.84 0.10
i
9
---
-
38 0.2
444 0.85 0.10
6
39.9 0.1 451 0.86 0.10

4 i
41.8
0.1 455
j 0.86
0.10
43.7
- 0.1 457
0.87
0.10
-
p-
45.6
0.1 457
0.87
0.10
47.5
0.1 456
0.86
0.10
49.4
0.1
453
0.86
0.10
-4
51.3
0.1
449
0.85
_
0.10
_
-5
53.2
0.0
444
_
0.85
0.10
--55.1
0.0 �----
437
--------0.84 -
-0.10-----
57
0.0
430 0.83
0.10
58.9
0.0
422 0.82
0.10
60.8 0.0 414
62.7 0.0 404
-10
64.6 0.0 -_ - - 395 '- �----
0.80 0.10
0.79 0.10
0.78---- 0.10---
10
-- 66.5
_ 0.0
-- --- 384 --. ---- 0.76 ---- -
0.10 -- --
L.

1764
10/13/2020
Hilburn Road -
_ -
-�
Bio-Retention 10 - Yr Storm ---- _ --_-- ----
- -----
Peak Flow = 0.6
Time to Peak = 19
Time (min) lInflow (cfs)
0 0.0 -
-
_ Infiltration Rate 0.1
-
Storage (cf) Stage (ft) Outflow (cfs)
-- - 0 -- --- - 0 0.00
0 - --------- --
1.9
0.0
0
j 0.00 0.10
3.8
5.7
0.1 0 - 0.00 0.10
_ -5
0.1 -5 J 0.00 0.10
7.6
0.2
-2 0.00 0.10
_
13
9.5
0.3-
- - 11 j 0.04 0.10
- -
11.4 0.4
- 23 _.
33 0.11
33
.---
0.10
13.3 0.5
66 0.20
0.10
_
43
--
15.2 0.5
- -- ---.
109 0.31
_
0.10
50
17.1 0.6 159
0.42 0.10
56
19
_
0.6 215 0.52 0.10
20.9
57
0.6 272 0.62
0.10
22.8
0.5
56
328 _ 0.71 t 0.10 _
50
24.7 0.5 378 0.78 0.10
47
26.6 0.4 424 0.84 0.10
39_
28_.5 0.4
464 - -_ - 0.89
_
30.4 0.3
_ _0.10
32
496 0.93 0.10
26
32.3 0.3
34.2 0.3
522 0.96 0.10_
21 _
- 544 0.98 0.10
36.1
- ----
0.2
--- ---
_ 17
_ 561 1.00
13
-- --- ----
0.10
38 0.2 574 1.02
0.14
- - --- - ---------- --
6
39.9 0.2 580 1.02 0.15

2
0.1
582
1.02
0.15
-1
43.7
0.1
581
1.02
0.14
-3
45.6
0.1
578
1.02
0.13
-3
47.5
0.1
575
1.01
0.12
-4
49.4
0.1 571
1.01
0.11
-4
51.3 0.1 567
1-.00--F-0. i-O
-4
53.2 0.1 563
-5
1.00 0.10
55.1 0.0 558
0.99 0.10
-7
57 0.0 551
0.98 0.10
-7
58.9
0.0 544 0.97 0.10
-8
60.8
0.0 536 0.96 0.10
-9
62.7
0.0 527 0.95 0.10
--64-.6 0.0
-9
518 0.64 .- 0.10
10
66.5 0.0
508 0.9-3-- 0.10
ru

1764
10/13/2020
u Road
Bio-Retention 100 - Yr Storm
Peak Flow =
10.8
Infiltration Rate 0.1
Time to Peak =
19
Time (min)
Inflow (cfs)
Storage (cf) Stage (ft)
Outflow (Cfs)
0
0.0
0 0
0.00
0
1.9 0.0
0 0.�00"
0.10
0
3.8 0.1 0
-3
5.7 0.2 -3
8
0.00 0.10
0.00 0.10
7.6
0.3
5 0.02
0.10
21
9.5
0.4
26 0.08 0.10
34
11.4 0.5-
60
0.19
0.10
48
13.3 0.6 108 0.31 0.10
61
15.2 0.7
168
0.44 0.10
71
17.1
0.8 239
0.57 0.10
78
19
0.8
317 0.70 0.10
80
20.9
0.8
397
0.82
0.10
78
22.8
0.7
475
0.92
0.10
24.7 -3-
71
545
1.01 0.11
65
26.6 0.6 611
1.08
0.45
16
28.5 0.5 627 1.07 0.39
14
30.4 0.4 641
1.10 0.58
-16
32.3
0.4 ---1.06
625
0.32
7
34.2
0.3 632
1.09 0.52
-21
36.-1"
-0.3- 611
1.04 0.22
7
38
0.2 619 1.08 0.43
-21
,--3-9�'-- -0.2 598
-1. -0-.1 -6

7
41.8
0.2
605 ! 1.06 0.33
-16
43.7
0.2
589 1.02 0.13
3
45.6
0.1
592
1.04
_
0.24
-10
47.5 0.1 582 1.01 0.12
49.4 0.1 581 1.03 0.17
51.3 0.1 574 1.01 0.11
53.2 0.1 572 1.01 0.12
-5
55.1
0.1
566
1.00
0.01
57 0.0
572
1.02
0.10
-6 -
58.9 0.0
566
1.00
0.10
60.8 0.0
559
0.99
0.10
62.7 0.0
64.6 0.0
551 - 0.98 ! 0.10
542 0.97 0.10
-10
66.5
0.0 j 533 0.96 0.10
i,p

Jones & Cnossen
4dc=� ENGINEERING, PLLC
Civil Engineering I Construction Management I Land Planning
TIME: 6-= s✓" ��v/
NOTES:
a A-
. �.
221 N. SALEM ST, SUITE 001
PO BOX 1062
APEX, NC 27502
Office: 919-387-1174
Fax:[phone]
www.jonescnossen.com
t
Pr&n��
L
Date
O 3 2s5
Job No.
- la
Weather
Rain Gauge
Present at Site
r or
y
Too o 64"'Ja0 =�"S}�
f�OGdD G'3C�P®G354
Signed

COM5Iw11oll ON
51L
feNct
c
OING �� I "
C,W
3(3" Ft5
,3.4,3.5
�Nv
5j5aJ\/15tON --
V,2

COMBINATION
TREE PROTECTION
FENCE t- SILT
FENCE
C
DING SETBACK —
CAL)
301, FES (G'L)
INV.=349.5
SUBDIVISION
LINECfYP.)
I
I
1
1�, I
i � 1
1 I
TAINING
I WALL #2 1
EMERGENCY �16^
SPILLWAY
j 5l0—Rj--7ENTION I 3ry
AREA # I 1 t!
RETAINING
I
I WALL # I
I ,
.j
i
`I 1
LLJ
WV
EX. Fl1
1 is
Af
4 h J (II)i�
V-2 p.
Yh

Jones & Cnossen
221 N. SALEM
PO BOX 1062
w��=
ENGINEERING, P L L C
APEX, NC 27502
Office: 919-387-1174
Civil Engineering I Construction Management I Land Planning
Fax:[phone]
www.jonescnossen.com
5tormwater Narrative
The Hilburn Drive Duplex Lots subdivision consists of 2 duplex lots on 0.92 acre of land. The
duplex on Lot 2 encroaches Zone 2 of a Neuse River Buffered stream so a Minor Variance (DWR
#20-0357) was approved from the NCDEQ for the impact. Condition 4 of the Minor Variance
requires that a 5tormwater Management Plan (5MP) be approved by the City of Raleigh, but
they will not review the plan since the site 15 exempt from their 5tormwater requirements. 5o,
we are submitting the 5MP to the State for approval.
The 5MP for Lot 2 consists of a bio-retention device that has been sized for the Lot 2
mpervious surface area as well as some minor site runoff. The bio-retention device will treat the
I " storm event and provide pre=post development flow up to about the I 0-year storm. The
5MP plan and calculations are attached with this submittal.

Ilk
Hillmirn
*Drive Elem
9
'lh&tk kl"Nr