SW3170606_HISTORICAL FILE_20170927

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW �
DOC TYPE ❑ CURRENT PERMIT
❑ ' APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE"r��a 7
YYYYMMDD

Letter of
Transmittal
To:
NCDEQ
Stormwater Dept.
217 West Jones St.
Raleigh, NC 27603
Aft: WQ Reviewer
877-623-6748
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
[phone]
Fax:[phone]
Email: jwehlingapdapa.com
Job Number: 2015-06-03 Jr
RANDY MARION FORD
Gaither Road Project
o a7 p
A
(WATER QUALITY REVIEW SUBMITTAL 1)�cy��-1'� a
DATE
'y 'moo
o�
May 31, 2017
COPIES
NO.
DESCRIPTION
2
plans
CIVIL CONSTRUCTION PLANS (Full Size 24"x 36")
2
report
STORMWATER CALCULATIONS REPORT
(Includes USGS Soils Data, Storm-EZ Application and O & M Document)
1
dots
ADDITIONAL DOCUMENTS (Deeds, State LLC)
1
check
REVIEW FEE CHECK ($505.00)
These are transmitted
®
For approval
❑
Approved as submitted ❑ Resubmit
❑ copies for app.
❑
For your use
❑
Approved as noted ® Submit
❑ copies for dist.
®
As requested
❑
Returned for ❑ Return
❑ corrected prints
corrections
®
For review & comment
RECEIVED
❑
FOR BIDS DUE:
JUN 0 % 2017
REMARKS:
_, DENR-LAND QUAt iry
This submittal is for Water Quality review only. A detention review % already been done by the City of
Statesville Engineering Department. Please review and if you have any questions, give myself or Donald L
Monday of our office a call.
Signed: a I I A KW"4—
Jeff-Vhling'Nrojr t innnger
cc:

Iredell County
Property Data
Parcel Number: 4745142541.000
Inquiry Date: 5/30/2017
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
Owner/Property Info
Tax Account Number: 80026072
Old Parcel Number: 0106135000BD02
Owner Name: HOWARD FAMILY INVESTMENTS 1 LLC
Mailing Address: P O BOX 1410 STATESVILLE NC 28687
Property Location: WITHER RD
Lot Number:
Legal Description: BELL+HOWARD PROPERTY SR1965
Municipal Information
Township Code: of
City Code: 01
Neighborhood Code: 01002
Value Information - Current Year Property Record Card (PRC)
Building Value: 1372180
Other Building Features: 114500
Land Value: 1147800
Tax Assessed Value: 2634480
Deferred: 0
Land Information - Register of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning

2D100301 CD
2052 56
22.956
Tax Information
Exemption Tax Code 1
Tax Code 2
Tax Code 3 Tax Code 4
Null CADVLTAX
001ADVLTAX
Null Null
Current Zoning Contact Info.
Iredell County
7D4.878.3138
Harmony
704.878.3118
Love Valley
7D4.878.3118
City of Statesville
704.878.3575
Town of Troutman
701.528.7600
Town of Mooresville
704.662.7040
Village of Davidson
704.892.7591
AC 8-4
Tax Code 5
Null

Doc 10: Recorded: 03%01%20000at-YPU; CR;
Fee Amt: $14.0e Page
1 of 1
Iredell County, NC
Brenda D. Bell Renister of Deeds
BK2052 PG56
North Carolina Department of The Secretary of State
CERTIFICATION OF CONVERSION
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby certify that
on the 16th day of March, 2009, Articles of Organization Including Articles of Conversion were filed in this
office
CONVERTING
THE HOWARD FAMILY LIMITED PARTNERSHIP NC
INTO
THE HOWARD FAMILY INVESTMENTS #1, LLC INC
a limited liability company duly formed under the laws of the State of North Carolina with its period of
duration being perpetual.
The name of the resulting entity was changed by virtue of said conversion to: N/A
The effective date of said conversion, if different from the date of filing was: N/A
The resulting entity has not filed articles of dissolution and continues to be in existence in this State as
of the date of this certificate.
I FURTHER certify that this certificate is in compliance with North Carolina General Statutes §47-
18.1 and §55D-26 and may be recorded in the office of the Register of Deeds in the same manner as deeds, the
name of the resulting entity appearing in the "Grantee" index.
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at
the City of Raleigh, this 22nd day of
February, 2010.
Certification# 89921260-1 Reference# 9959501-gs Page: 1 of 1 Secretary of State
Verity this certificate online at www.secretary.state.nc.ustverification
r I ,A . .

Iredell County
Property Data
Parcel Number: 4745243304.000
Inquiry Date: 5/30/2017
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
M
015
t
1C.
-- 1
Owner/Property Info
Tax Account Number: 77447506
Old Parcel Number: D106335000Boo18
Owner Name: DAWN PROPERTIES LLC
Mailing Address: P O BOX 1559 MOORESVILLE NC 28115
Property Location: GAITHER RD
Lot Number:
Legal Description: HOWARD BELL NCDOT 2165-927
Municipal Information
Township Code: 01
City Code: 01
Neighborhood Code: 01002
Value Information - Current Year Property Record Card (PRC)
Building Value: 0
Other Building Features: 0
Land Value: 459030
Tax Assessed Value: 459030
Deferred: 0
Land Information - Register of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book & Page
Land Area Land Type Zoning

20140811 WD
2312 2353
5.564
Tax Information
Exemption Tax Code 1
Tax Code 2
Tax Code 3
Tax Code 4
Null CADVLTAx
C101ADVLTAX
Null
Null
Current Zoning
Contact Info.
Iredell County
704.878.3118
Harmony
704.878.3118
Love Valley
704.878.3118
City of Statesville
704.878.3575
Town of Troutman
704.528,7600
Town of Mooresville
704.662.7040
Village of Davidson
704.892.7591
AC B-4
Tax Code 5
Null

Type: CONSOLIDATED REAL PROPERTY
Recorded: 8/11/2014 12:51:19 PM
Fee Amt: $946.00 Page 1 of 3
Revenue Tax:$920.00
Iredell County, NC
Matthew J. McCall Register of Deeds
BK 2312 PG 2353 - 2355
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ q io .ob
Parcel Identifier No.4745243304 Verifiedby
Iu .7II51I.m.
County on the day
This instrument was prepared by: William P. Pope, Pope McMillan Kutteh & Schieck, P.A.
Brief description for the Index: +/- 6.3781ac on Gaither Rd
THIS DEED made this � day of August , 2014, by and between
GRANTOR
Timothy R. Bell, Trustee of the Edward R. Bell,
Decant Trust dated March 30, 2014
(50% undivided interest), and
Lou M. Bell
(50% undivided interest)
17
GRANTEE
Dawn Properties, LLC
P.O. Box 1559
Mooresville, NC 28117
ii-
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 ofwhich 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 Statesville, Chambersburg Township, Iredell County, North Carolina and more particularly described as
follows:
SEE ATTACHED EXHIBIT A
THE DRAFTER OF THIS INSTRUMENT DID NOT PERFORM A TITLE SEARCH AND DID NOT
PARTICIPATE IN THE CLOSING OF THIS TRANSACTION.
NC Bar Association Form No. 3 O 1976, Revised O 1/l2010, 2013
Printed by Agreement with the NC Bar Association
This standard form hu been approved by:
North Carolina Bar Association — NC Bar Form No. 3
ROTC Page Count3
NS PQ SI

The property hereinabove described was acquired by Grantor by instrument recorded in Book 2302 Page 16 and Book 529 Page 233.
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
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee 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:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
By: - (SEAL)
imothy R Bell, Trustee
EDR. BELL DEC TRUST dated March 30, 2014
X
B (SEAL)
Lou M. Bell y her At orney-in-Fact Timothy Ross Bell
State of North Carolina - Cou`ty of -1 ,,,2 A.,. I I //
1, i h e ut�d , a NotaryPublic for 1- m,� �+- `` County and State, do hereby certify that Timothy
Ross Bell, attorney in fact for Lou M. Bell, personally appeared before the this day, and signed the foregoing instrument for and in
behalf of Lou M. Bell, and that authority to execute and acknowledge said instrument is contained in an instm ra duly executed,
acknowledged, and recorded in the office of the Register of Deeds of Iredcll County, State of North CaX�en'
lithe 231d day of
June, 2004, in Book 1562 page 2128, and that this deed was executed under and by virtue of the authoby said instrument
granting power of attorney. Witness my hand and Notarial stamp or seal this // day of August, 20
BEN S. THOMAS
NOTARY PUBLIC
My Commission Expires: IREDELL COUNTY
(Affix Seal) STATE OF NORTH CAROLINA
MY COMMISSION EXPIRES 03-01-
Notary's Printed or Typed Name
Public
State of North Carolina - County of - f', l e l I /
I, the undersigned Notary Public of the County of T �,,, �ti �` and State aforesaid, certify that
Timothy R. Bell personally came before me this day and acknowledged that he is the Trustee of the Edward Recant Trust
dated March 30, 2014 and that by authority duly given and as the act of such entity, he signed the foregoing inst ent in its name
on its behalf as its act and deed. Witness my hand and Notarial stamp or seal, this JL day of August, 20
My Commission Expires:LSTATIE
EN S.THOMAS 2' Notary Public
(Affix Seal) NOTARY PUBLIC Notary's Printed or Typed Name
IREDF.LL COUNTY
OF NORTH CAROLINA
ISSION EXPIRES 03-01.2017
NC Bar Association Form No. 3 ® 1976, Revised © 11112010, 2013 This standard form has been approved by:
Printed by Agreement with the NC Bar Association North Carolina Bar Association — NC Bar Form No. 3

EXHIBIT A
Beginning at an existing iron pin in the Northern boundary of the right-of-way of Gaither Road in the Southwest
comer of SAI Investment Corp. (see Book 770, page 715, Iredell County Registry), said existing iron pin also being
located 1,141.40 feet South 88 degrees 38 minutes 04 seconds West from an NCGS Concrete Monument known as
'Johnson' having the grid coordinate of N=753,861.752 and E=1, 443,339.502, and running thence with the Northern
right-of-way with Gaither Road the following courses and distances: South 78 degrees 43 minutes 34 seconds West
38.98 feet to a point and South 87 degrees 22 minutes 54 seconds West 201.48 feet to an existing iron pin and South 85
degrees 10 minutes 18 seconds West 79.45 feet to an existing concrete monument and South 80 degrees 12 minutes
34 seconds West 73.86 feet to an existing iron pin; thence leaving the right-of-way of Gaither Road, a new line
North 09 degrees 58 minutes 32 seconds West (passing through an iron pin set at 453.07 feet) 755.73 feet to a point
under the Duke Power Company Tower Line in Morrison Creek and in the Northern boundary of a certain 60- foot
Roadway Easement and in the line of the City of Statesville ( see Book 182, page 103 and Book 201, page 97 and
Book 503, page 500, Iredell County Registry); thence with the line of the City of Statesville following Monson
Creek and the Northern boundary of the 60-foot Roadway Easement the following courses and distances: South 69
degrees 59 minutes 06 seconds East 200.82 feet to a point and South 81 degrees 03 minutes 16 seconds East 96.41
feet to a point and North 71 degrees 36 minutes 14 seconds East 160.70 feet to a point in Morrison Creek in the
Northern boundary of that certain 60- foot Roadway Easement, comer with Richard A. Edmiston, et al. (see Book 646,
page 634 and Book 680, page 790 and Book 788, page 783 and Book 795, page 411, Iredell County Registry); thence
with the line of Edmiston and continuing on with the line of SAI Investment Corp., South 07 degrees 15 minutes 16
seconds East 680.67 feet (passing through an existing iron pin at the Southern boundary of the 60-foot Roadway
Easement at 74.00 feet and passing through an existing iron pin at the comer of Edmiston and SAI at 360.70 feet) to
the point of BEGINNING, and being prepared in accordance with a plat drawn by Kestler Surveying, Inc., dated
February 25,1994, and revised on September 14,1995, and revised again on September 26,1995, entitled 'Survey
for Lou M. Bell and William P. Howard; containing 6.3781 acres, more or less. For back title see Deed Book 529, page
233, Iredell County Registry. Less and except that portion of the above described property conveyed to the N.C.
Department of Transportation in the current Judgment in the Civil action entitled Department of Transportation vs. Lou M.
Bell, el al.,( 2010 CVS-2612). The above property is conveyed subject to the easement recorded in Book 1237, page
1327, Iredell County Registry.
The above property is conveyed subject to the rights, if any, of Horizon Outdoor Advertising pursuant to the
Memorandum of Lease dated March 1, 1998 and recorded at Book 1060, Page 0122 of the Iredell County Registry.
NC Bar Association Form No. 3 O 1976, Revised © 1112010, 2013 This standard form has been approved by:
Printed by Agreement with the NC Bar Association North Carolina Bar Association — NC Bar Form No. 3

Iredell County
Property Data
Parcel Number: 4745149307.000
Inquiry Date: 5/30/2017
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Property Map
1_
e S III
11! I
1 1
1 � �
P11 �
{-------------
a _
Owner/Property Info
Tax Account Number: 80040112
Old Parcel Number: 0106335000B003
Owner Name: DAWN PROPERTIES LLC
Mailing Address: 220 W PLAZA DR MOORESVILLE NC 28117
Property Location: GAITHER RD
Lot Number:
Legal Description: BELL+HOWARD PROPERTY DOT2090-775
Municipal Information
Township Code: 01
City Code: 01
Neighborhood Code: 01002
Value Information - Current Year Property Record Card (PRC)
Building Value: 765450
Other Building Features: 47820
Land Value: 569920
Tax Assessed Value: 1383190
Deferred: 0
Land Information - Register of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book & Page Land Area Land Type Zoning

20161122 WD
2459 1127
7.124
Tax Information
Exemption Tax Code 1
Tax Code 2
Tax Code 3 Tax Code 4
Null CADVLTAx
L101ADVLTAX
Null Null
Current Zoning Contact Info.
Iredell County
704.878.3118
Harmony
704.878.31I8
Love Valley
704.878.3118
City of Statesville
704.878.3575
Town of Troutman
704.528.7600
Town of Mooresville
704.662.7040
Village of Davidson
704.892,7591
AC B-4
Tax Code 5
Null

Type: CONSOLIDATED REAL PROPERTY
Recorded: 11/22/2016 1:47:56 PM
Fee Amt: $2,476.00 Page 1 of 3
Revenue Tax: $2,450.00
Iredell County, NC
Ronald N. Wyatt Register of Deeds
BK 2459 PG 1127 - 1129
This instrument drafted
by: Russell W. Chapman,
Jr., Attorney at Law
No Title Opinion Rendered or
Closing Held by Preparer
Revenue Stamps:
$2450.00
STATE OF NORTH CAROLINA GENERAL WARRANTY DEED
IREDELL COUNTY
This deed, made and entered into this 15th day of November, 2016, by and between THE
HOWARD FAMILY INVESTMENTS #1, LLC, a North Carolina limited liability company, whose
address is: 403 Deauville Road, Statesville, North Carolina 28625 ("Grantor") and DAWN
PROPERTIES, LLC, a North Carolina limited liability company whose address is: 220 West Plaza
Drive, Mooresville, North Carolina 28117 ("Grantee").
The said Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and
valuable consideration to it in hand paid by the said Grantee, the receipt of which is hereby
acknowledged, has bargained and sold, and by these presents does grant, bargain, sell, and convey unto
the said Grantee, and its successors and/ or assigns, that certain tract or parcel of land lying and being in
the City of Statesville, Inside Township, Iredell County, North Carolina, and more particularly described as
follows:
SEE ATTACHED LEGAL DESCRIPTION
The property conveyed herein is not the principal residence of the Grantor.
To have and to hold the aforesaid tract or parcel of land, together with all privileges and
appurtenances thereunto belonging to it, the said Grantee and its successors and assigns, in fee simple
forever.
And the said Grantor does covenant that it is seized of said lands in fee and has the right to
convey the same in fee simple, that the same is free and clear of all encumbrances, and that it will
warrant and defend the title herein conveyed against the lawful claims of all persons whomsoever.
In Testimony Whereof, the said Grantor has hereunto set it hand and seal the day and year first
above -written.
THE HOWARD FAMILY' LAVES MENTS, LL
B
da . Howvard, Manager //�/

Seal -Stamp NO CAROLINA, Ire Il County,
I, Jsrel I K).^��%; , a Notary Public of the
County and State aforesaid, certify that Linda H. Howard and James
P. Howard, Managers of The Howard Family Investments #1, LLC,
m Grantor, personally appeared before me this day and acknowledged
0
m the execution of the foregoing instrument on behalf of the company.
w
co Witness my hand and official stamp or seal, this 1L8t day of
November, 2016.
Notary Public
My Commission expires:
RUSSELL W. CHAPMAN, JR.
NOTARY PUBLIC
Iredell County, NC
Commission Expires July g 2021

EXHIBIT A
PIN: 4745-14-9307
MAP NO: 01-06J35000B03
Mailing Address: 615 Gaither Road, Statesville, NC 28625
BEGINNING at an existing iron pin in the'northem boundary of the right-of-way of Gaither Road, said
existing iron pin being located the following courses and distances from an NCGS Concrete Monument
known as "Johnson" having the grid coordinates of N=753,861.752 and E-1,443,339,502: South 88 deg. 38
min. 04 sec. West 1,141,40 feet to an existing iron pin in the southwest comer of SAI Investment Corp. (see
Book 770, page 715, Iredell County Registry) and along the riorthem right-of-way of Gaither Road, South 78
deg. 43 min. 34 sec. West 38.98 feet to a point and South 87 deg. 22 min. 5.4 sec. West 201.48 feet to an
existing iron pin and South 85 deg. 10 min. 18 sec. West 79.45 feet to an existing concrete monument and
South 80 deg. 12 min, 34 sec, West 73.86 feet (the BEGINNING point); thence from the point of beginning
and continuing with the northern right-of-way of Gaither Road the following courses and distances: South
80 deg. 12 min. 34 sec. West 117.70 feet to an existing iron pin and South 80 deg. 16 min. 34 sec. West
276.08 feet to an iron pin set; thence leaving the right-of-way of Gaither Road, a new line North 09 deg. 08
min. 33 sec. West (passing through an iron pin set at 378.91 feet and another iron pin set at 622.19 feet)
828.46 feet to a point in Morrison Creek and in the northern boundary of a certain 60-foot roadway easement
and in the line of the City of Statesville (see Book 182, page 103; Book 201, page 97; and Book 503, page
500, Iredell County Registry); thence with the line of the City of Statesville following Morrison Creek and
the northern boundary of the 60-foot roadway easement the following courses and distances: South 82 deg.
08 min. 26 sec. East 15.69 feet to a point; South 68 deg. 08 min. 26 sec. East 90.40 feet to a point; North 61 .
deg. 51 min. 34 sec. East 93.00 feet to a point; North 51 deg. I 1 min. 34 sec. East 82.20 feet to a point; South
58 deg, 10 min, 20 sec. East 65.91 feet to a point; and South 69 deg. 59 min. 06 sec. East 92.92 feet to a
point in Morrison Creek in the northern boundary of that certain 60-foot roadway easement, a new corner
with Lou M, Bell recorded concurrently with the -deed recorded in Deed Book 962, page 1949, Iredell
County Registry; thence with a new line of Bell, South 09 deg: 58 min. 32 sec. East 155.73 feet (passing
through an iron pin set at 302.05 feet) to the point of BEGINNING, and being prepared in accordance with a
plat drawn by Kestler Surveying, Inc., dated 2/25/1994 and revised on 9/14/1995 and 9/26/1995 entitled
"Survey for Lou M. Bell and William P. Howard," containing 7.1460 acres, mote or less.
For back title see Deed Book 962, Page 1946 and Deed Book 962, Page
1949, Iredell County Registry.
THERE IS EXCEPTED from the above all of that property described in Deed
Book 2090, Page 775 — 777, Iredell County Registry.
See also Certificate of Merger converting The Howard Family Limited
Partnership into The Howard Family Investments #1, LLC, recorded
at Deed Book 2052, Page 56, Iredell County Registry.

41 LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Randy Marion Chevrolet of Statesville, LLC
SECRETARY OF STATE ID NUMBER: 1262060 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Randall L. Marion
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
215 W Plaza Dr PO Box 1559
Mooresville, NC 28117-8229 Iredell Mooresville, NC 28115-1559 Iredell
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Automobile Sales
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
215 W Plaza Dr
Mooresville, NC 28117-8229 Iredell
5. PRINCIPAL OFFICE MAILING ADDRESS
o. 5
PO Box 1559
Mooresville, NC 28115-1559 Iredell
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: RPM A Hnwartl rhpvrnlpt
TITLE: Member
ADDRESS:
601 Gaither Road
NAME: RRnriRll MRrinn
TITLE: Mpmhpr
ADDRESS:
162 Sailview Rd.
NAME: Randy Marlon Incorporated
TITLE: Manager/Member
ADDRESS:
P O Box 1559
Statesville, NC 28625 Iredell Mooresville, NC 28117 Iredell Mooresville, NC 28211 Iredell
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
Print or Type Name of Company Official
DATE
Print or Type The Title of the Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
Name:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:

North Carolina Department of the Secretary of State
Elaine F. Marshall, Secretary
BELOW IS THE CHECK LIST FOR LIMITED LIABILITY COMPANY ANNUAL REPORT. Please take a few minutes and read the
information provided. The Limited Liability Company Annual Report is due by April 15th of each year, with the filing fee of
200.00.
Each Limited Liability Company filing an annual report with the North Carolina Department of Secretary of State must
provide the following information:
1. NAME OF LIMITED LIABILITY COMPANY
2. STATE OF FORMATION
3. ANNUAL REPORT FILING YEAR
4. THE REGISTERED AGENT'S NAME AND SIGNATURE IF CHANGED
5. THE REGISTERED AGENT'S STREET ADDRESS AND MAILING ADDRESS IF DIFFERENT.
6. THE PRINCIPAL OFFICE ADDRESS, COUNTY AND TELEPHONE NUMBER
7. THE NAMES, TITLES AND BUSINESS ADDRESSES OF THE COMPANY OFFICIALS
B. A BRIEF DESCRIPTION OF THE NATURE OF BUSINESS
IF THE INFORMATION REQUIRED TO BE ENTERED IN SECTION A THROUGH SECTION C HAS NOT CHANGED SINCE THE MOST
RECENTLY FILED ANNUAL REPORT, COMPLETE HEADER SECTION AND SECTION D TO CERTIFY THE ANNUAL REPORT.
SECTION A: REGISTERED AGENT'S INFORMATION
I. The name of the registered agent must be typed or printed.
2. If the registered agent has changed, the new registered agent ;MUST SIGN CONSENT to the appointment in the space provided. If the registered agent's
name has changed due to marriage, or by any other legal means, the limited liability company must indicate such change in the space provided and have the
agent sign consent to the appointment under their new name. If the new registered agent is a business entity, then the appropriate representative of that
entity must sign and print their name and title. The registered agent must reside in North Carolina.
3. If the street address of the registered office has changed, indicate the change. The address of the registered office must be a Street Address and NOT a
Post Office Box Address. The street address of the registered office must be a North Carolina address.
4. If the mailing address of the registered office has changed it should be indicated in this item. The registered office's mailing address may be a Post Office
Box. The registered office mailing address must be a NORTH CAROLINA ADDRESS.
SECTION B: PRINCIPAL OFFICE INFORMATION
I. Provide a brief description of the nature of the LLC's business.
2. Enter the principal office telephone number.
3. Enter the principal office E-mail address.
4. The principal office address should reveal the limited liability company's physical location. The principal office street address must be a street address
and NOT a Post Office Box Address.
5. The principal office mailing address may be a Post Office Box.
SECTION C: COMPANY OFFICIALS
1. Enter the name, title and business address of each company official. Use Section E or a plain 8 1/2 X I l sheet of paper if more space is needed. A
person listed in this section must sign the annual report and is then authorized to sign on other documents filed with this office.
SECTION D: CERTIFICATION OF ANNUAL REPORT
I. Check the annual report carefully to ensure all information required for filing has been provided. Only a company official listed on this report or past
completed and filed report may sign. Complete the signature, date, title and typed or printed name in the space provided on the form to certify that the
information is accurate and current. If the company official is another business entity then the appropriate representative of that business entity must certify
the annual report.
SECTION E: ADDITIONAL COMPANY OFFICIALS
1. Enter the name, title, and business address of each additional company official. A person listed in this section is then authorized to sign on other
documents filed with this office.
Mail the annual report to: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525.
For information or assistance, please contact the Corporations Division at [phone] or Toll Free 1-888-246-7636.
Web address is http://www.sosnc.com

1119
RANDY MARION CHEVROLET OF STATESVILLE ®�L�/�
STATESVILLE, NC IREDELL County `f-•*
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A. NCDENR
- Application.
Type of application: New Permit
Only complete application packages will be accepted and reviewed. A complete package includes all of the items in the checklist
below. Add any comments, and indicate the page or plan sheet number where the following information can be found. Please
indicate that you have provided the following required information by initialing in the space provided next to each item.
Item
" - - Part 1: Submittal Checklist - - I
Notes/Comments Initials
1 Original and one copy of this application form (all worksheets) and the permit
JCW
application fee. For applications submitted to the DEMLR regular permitting
program, the fee is $505 payable to NCDENR. For Express Review, click on the
link below for information and fee schedule. Contact the appropriate regional
office Express Review Coordinator to schedule the required pre -application
meeting.
Click here for Exoress Pennitting info
2 A USGS map identifying the site location. If the receiving stream is reported as
JCW
class SA or the receiving stream drains to and is within 1/2 mile of SA waters,
then include the 1/2 mile radius on the map.
3 A copy of the most current property deed.
JCW
4 Two copies of additional calculations (as needed). Sealed, signed and dated.
JCW
5 Two sets of sealed, signed, & dated full-sized plans of the entire site at a
JCW
readable scale, including:
a. Project name, engineer and firm, revision number and dates.
JCW
b. Location map with street names and SR numbers, legend, north arrow,
JCW
scale.
c. Dimensioned property/project boundary with bearings & distances.
JCW
d. The boundaries of all surface waters, regulatory flood zones, and protected
JC W
riparian buffers or a note on the plans that none exist.
e. The boundaries of all vegetated or protected riparian buffers.
JCW
f. Site layout showing all built -upon areas, drainage features, stormwater
JCW
collection systems (inlets, outlets, swales, pipe elevations, slopes and
diameters), and SCMs at ultimate build -out.
g. Existing contours, proposed contours, spot elevations, and finished floor
JCW
elevations.
h. Existing drainage (including off -site), drainage easements, pipe sizes,
JCW
runoff calculations.
i. Drainage area boundaries (included in the main set of plans, not as a
JC W
separate document).
j. Existing and proposed maintenance access routes, utility easements,
JC W
drainage easements, public rights -of -way etc.
k. A construction sequence that shows how the SCMs will be protected from
JCW
sediment until the entire drainage area is stabilized.
6 Two sets of sealed, signed, & dated full-sized plan details of each SCM (or
JCW
typical if appropriate) in both plan view and cross-section at a scale of 1" = 30'
or larger, including:
a. Dimensions, side slopes, length to width ratios and elevations with a
JCW
benchmark for clean -out if appropriate.
b. All applicable conveyance devices, including: bypass structure,
JC W
pretreatment area, Flow distribution device, underdrains, outlet device, outlet
dissipater and level spreader. v
c. A table of elevations, incremental volumes and accumulated volumes (if
JCW
applicable).
d. Specif cations for applicable materials, such as planting media, aggregate,
JCW
sod, underdrains, outlet devices, etc.
STORM-EZ 5/11/2017
Version 1.4 Application Page 1 of 17

2/19
7 Two sealed, signed, & dated planting plans for each SCM (or typical) at a scale
JCW
of 1" = 20' or larger, as applicable, including:
a. The locations of each species and a planting detail.
-
JCW
b. A table summarizing the size, spacing and total quantity of each plant
JCW
species that should be used.
c. The source nursery for the plants.
TBD
d. A one-time fertilizer specification to establish plants if necessary.
JCW
8 A soils report based on field evaluation indicating the SHWT elevations within
N/A
the footprints of the proposed SCM(s). Provide a map of the boring locations
with the existing elevations and boring logs. For infiltration SCMs, the report
shall include the soil type, infiltration rate and method for determining the
infiltration rate. Soils information shall be signed and sealed by a licensed soil
9 A copy of the signed and notarized operation and maintenance (O & M)
JCW
agreement.
10 A copy of the proposed deed restrictions protecting the SCMs and limiting the
JCW
built -upon area so that it does not exceed the capacity of the SCM(s) or the hig
density threshold (as applicable).
NCDENR Deed ResMction Forms
11 For corporations and limited liability corporations (LLC). Documentation from
JCW
the NC Secretary of State brother official documentation, which supports the
titles and positions held by the persons listed in the Contact Information section.
The corporation or LLC must be listed as an active corporation in good standing
with the NC Secretaryof State, otherwise the application will be returned._
NC Dept. of the Secretary of State
12 A copy of the lease agreement or pending sales agreement if applicable.
N/A
STORM-EZ 5/11/2017
Version 1.4 Application Page 2 of 17

L�
3/19
Part ll: General Project and Applicant Information
- )
Project Name:
RANDY MARION CHEVROLET OF STATESVILLE
Date:
10-May-17
Project Street Address:
615 GAITHER ROAD
Lat:
35.806875
City:
STATESVILLE
I Zip 128677
Long:-80.882814
Directions to Project
FROM 1-40 (EXIT 151) TURNERSBURG
HWY. (SR-21), go North 150% Turn
County:
IREDELL
(from nearest intersection)
left (WEST) ON Gaither Road (2148 LF) to Driveway Entrance
NON -COASTAL
Project Applicant:
MR. ERIC BROACH
fidentity the corporation, organization, property owner, designated
government official, etc. which owns the oroiect.J
Owner / Signing Offical's Name:
Title:
Address
City:
State:
Zip:
Phone:
Fax:
Email.
ERIC BROACH
VICE PRESIDENT
1101 FOLGER DRIVE
STATESVILLE
NORTH CAROLINA
28625
704-659-7037
704-230-1302
ebroach rend marion.com
Status of applicant: Owner
River Basin:M33.99
Receiving Stream(s):
Stream Class(es).
Surface Water Area (ac):Coastal wetland area (ac): N/A
Total property area (ac):Total project area (ac):I W79
Goals/characteristics: YES Volume Matching (LID) NO Drains to an offsite stormwater system
NO Low Density NO Within 575' of Saltwater ORW
YES High Density YES Within 5 miles of a public airport
summarize how the stormwater runoff will be treated:
Part Ill: Permit Information
Status of construction: Not Started
Other permits needed: PNqOThreatened
Sedimentation & erosion control NO 404 Permit / 401 Certification
CAMA Major Permit NO Isolated Wetlands Permit
& Endangered Species NO NPDES Industrial Stormwater Permit
If an application for this project has been previously returned, provide the original project number and previous name of the project:
None
Provide the permit type, number and issue date for any permits that have already been obtained for this
If claiming vested rights, then identify (and attach) the supporting documents and approval dates:
NO Approval of a site -specific development plan or PUD Approval dater
NO Valid building permit Issue date.
NO Other Date:
Not Started
Point of Contact:
Phone number:0
STORM-EZ
Version 1.4 Application
5/1112017
Page 3 of 17

4/19
(Optional) Additi
Person I
Signing O'
Sti
Cit
Phon
PartIV: Additional Contact Info rmation -- - - -- I
(Note: Person/Organization noted above may be contacted for additional project information if applicant
cannot be reached.)
I I - , Part V: Consultant Information 1
Complete this section if you wish to designate authority to another individual or firm so that they may provide information on your
behalf for this project (such as addressing requests for additional information).
Consultant: Mr. Donald. I. Munday, P.E.
Firm: Piedmont Design Associates, P.A.
Street address: 125 East Plaza Drive, Suite 101
City, State, Zip: Mooresville, NC
Phone number(s): 704-664-7888
Email: dmunday(o?pdapa.com
Part VI: Property Owner I Applicant Certification
I, (the Owner 8 Applicant listed above),
certify that the information included
on this permit applicant 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 restrictus no protective covenants will be recorded, and that the proposed project complies with the
requirements of the spot' able stale sto water rules and gwrements.
Signature:
5Date: _ r�s — ZG
l7/T _
I,
County of
personally appeared before me thisif
and acknowledge the due execution
Witness my hand and official seal, _
BECCAJFROST
NOTARY PUBLIC
nnbrq County, North Caioi
nmicsion Expkas May 4, 2018
a Notary Public for the State of
do hearby certify that jErt T-
of r rlla� O 01-7
commission expires S% /t/ // f7
STORM-EZ 511112017
Version 1.4 - Application Page 4 of 17

5119
RANDY MARION CHEVROLET OF STATESVILLE A
6 STATESMLLE, NC IREDELL County ATA Yadkin River BasinNCDENR
- RAINFALL 8 CALCULATION DATA '
Project County: IREDELL
Project City. STATESVILLE
Rainfall Source: Hickory
Loaded Rainfall:
Hickory
Design Storm:
I First Flush I WOV
Discrete SCS Method,
Calculation Method
Pre - Post
(Minimum Design Storm = P90 for non -SA, 1-yr, 24-hr for SA)
Storm Event
Depth
(Inches)
FF.i- Flu'shT/iWQ4
1.00
P90
1.33
P96
1.91
1-yr, 24-hr
2.98
2- r, 24-hr
3.62
10-yr, 24-hr
5.35
25-yr, 24-hr
6.40
50-yr, 24-hr
7.23
100-yr, 24-hr
8.09
NOTE: Please use the Ston7 EZ calculation sheets to document the stormwater design
and create the O&M Agreement. Highlighted Storm is Design Storm
PROJECT INFORMATION
Total Pro a Area
33.99
acres
Total Coastal Wetlands Area
0.00
acres
Total Surface Water Area
000
acres
Complete the breakdown of impervious area for the project
Basin Information
Entire Site
Receiving Stream name
Morrison Creek
Stream Class
C
Stream Index Number
12-108-20-3
Total Drainage Area
1,480,605
On -Site Drainage Area (sf)
1,460,605
Off site Drainage Areas
0
Proposed Impervious Areas
538,263
Impervious Area total
36%
Impervious Surface Area
Entire Site
On -Site Buiidin sli-ots s
0
On -Site Streets s
22,543
On -Site Parkin s
184,943
On -Site Sidewalks s
0
Other On -Site s
0
Future s
0
Off -site s
Existin BUA s
330,777
Total
536,,263
Total Im ervious Area 12.36 acres
JE Project Z.
impervious ervious area 36%
Use Worksheet Data? Yes
Data in italics is derived from application
forms and land use data worksheets and
cannot be changed by user.
STORM-EZ 5/1112017
Version 1.4 Project Data Page 5 of 17

6/19
Pre -Development Land U.
Not: Enter BUA Omtirg to
Perntlebld Pevemenf Bebw
User Defined Drainage
RANDY MARION CHEVROLET OF STATESVILLE
STATESVILLE, NC IREDELL County LTMNA
Yadkin River Basin NCDENR
Drainage Area p ,^ I of l
e:
Area
HSG
Land -use
cN
fail
e].5a
C
98
330]]]
22.34%
C
Pazlura orOpen S ace
74
1,149,628
28.40
7Z66%
Subtotal:
1,480,605
1 33,99
Existing Permeable Pavement (Infiltrationl:
SOMA Descri tlon
100E
BCM
Sol[
Gravel Void
Total
On(ca
Office
Area
Additional BUA
Infiltratio
Gravel
Has SynlM1etic
D.B.
HSG
nRate
Space
Depth
Dia.
Height
BUA%
Linef2
BMP
1a0
(s0
(wnr)
(%)
(in)
Land use Summary: Area tact
From Land Use Tables:
1480.6D5
33.99
acres
Permeable PavementeAddilionel BUA:
0
0.00
Green Roofs:
0
ONacres
Preserved Surface Waters B Non -Coastal Wetlands'.
000
acres
Preserved Coastal Wetlands
0.00
Total Site Afea:
1490,6p5
33.99
Pre -Development SCMs:
SCM a SCM T a
200
WD Volume
Providetl
Drainage Area
Downstream
SCM
tm .
o an
HSG
330➢]>
1149838
Design Storm Runoff Fate Summary:
Rainfall Volume =
3399 acre inches =
123,384
Of
Runoff Reduction Components:
Natural Infiltration 8 ET =
-27,37 we itches =
-99,360
or
Disconnected Impervious Surfaces =
ON acnimar s =
0
d
SCM Infiltration=
000 acre -inches
o
cf
Permeable Pavement Infiltration =
0,00 ems -inches =
o
cf
Green Roof ET =
000 acre -Inches
o
cl
Post Filtration Discharge =
000 acrednrnea =
0
d
Total Runoff Reduction =
-2].3] acre ncnes
-99,360
cif
SCM Treatment:
Treated SCM Outflow =
000 acre-mcnes
0
Of
Untreated Surface Runoff =
6.62 aore4oehea
24.023
cf
Th. Pre -Development project area contains 330777 at of built .,on alto, resulting in an overall density of 22.34%.
STORM-EZ 51112017
Version 14 Pre -Development Page 6 at 17

7119
RANDY NATION CHEVE OF STATESVILLE ® lh
STATESVILLE, NCC [RIREOELL County
Yadkin River Basin NCDENR
Drainage Area# 1 of 1
POST-0EVELOPMENT LAND USE CALCULATIONS
X5O
PvmI TYM
PavementNu
PJtlllonal BVfl
INIIHYIan
Me
VoiE Space
Tclal
GIavN
wdH
Has
SLinearc
Orifly
Ole
OrHka
He1pM
Lym
aSCM
InllllnNm
CM1SM
pe4nlbn
CM1etY
Isll
lannl
Pp fecrml
llrvnp
1%1
Ilnl
flml
in)
noo
I I b..
lrn w. a
9a
IM M3
12.
Open spot tuanayG open Sperel
la0
9<]JIx
x101
fi].fi5%
Per
And
OW%
Green Rvvie:
WA
0
0to
000%
.11.0.
"Arn S05
11.
10000%
Design Storm Runoff Fate Summery:
Rainfall Volume=
33.Ps
123,360
cf
Runoff Reduction Components:
Natural lnfiRrefnn B ET=
¢3n
0a3
d
Du.cecfed Impervious Sudscas=
OW acavrdes=
p
e
SCM lnplhafion-
-c ss aurerlus =
ZW7
cl
Permeable Pavement Inmmlion -
O00 wa: was =
0
n
Creep Reol ET•
ao9a .0
c
n
Past Fi#refkn Discharge =
0. eon. =
c
e
Total Runoff Reduction•
.unacro-ircnea
AS.093
of
SCM True" trt
Treeled SCM Oufllow=
-exs euarcn.a =
-19,067
cf
Untreated Surface Runoff •
aO acre -inches
16.226
Of
Pre-0evel0 menl Runoff=
s6x ecrelMnn
3a,03S
d
Difference=
-Z is eu..
-0.I99
cl
lne PnsFOevelopmenl ur em'—cowl...S30M]elofWIIIupanaru,reeullim,
I nenoverall
1-11'0]9.sM
STORMEZ U1"Al]
Vpuvn IA Poat Ov+vlvpmani Pape I d 1

8119
RANDY MARION CHEVROLET OF STATESVILLE A
STATESVILLE, NC IREDELL County a fi
Yadkin Ru er Basin NCDPENR
Drainage Nas All1 oI t
' - PROPOSED SIPS BSTRUCTURAL RUNOFF VOLUME CONTROLS
Enter only runoff volume below that will he infiltrated or drawn down over 2 to S days. Additional volume provided In devices should not be entered In dds worksheet.
Drawdown time requirement applies to all storm even.
glide lmpeMom al
Ne. neam
M at Na. N. Tan. Ma anTaa Pan
e9e om.n. and- moon m,a,ar yasem
Im p .ous hausa rsov� . xu vain vauma ET m Wmw vcsu—
oIuMdopn.prv..M«N sg%ale, nz NIN1
mnpvMle 336M]✓IdaunPorvwa �^9......... .m aw .Fxa
O.Wgn Sam Runoff Fate Surmnary.
Bonnet Volume.
123,384
of
.of Basilica— Components:
ARIond IthWation A ET -
33R «,ehNea •
-.oee
c
psconneOed lmpet iova Nee=
oW «r..ncM•
0
d
SCM Inikol•
-nm«r.ma...
.2WI
Permeable Pavement Inone.=
aura u,' •
0
O
Bread Foal ET -
oro indent..
d
c
Poel Finntion Oieenerce=
dBe aaua .
o
n
Total Runoff Reducuon=
uU as...
48,093
of
SCM Tol.lmenl:
Tr..too SCM OuYd.w
.111 auwncMa
-Moir
of
Untrod.d estrous Runoff=
1.11
16,224
al
Pre -Development RenoR•
F. c,e.efea
24,023
cl
dHermm=
.2. 16 au.m
-1,799
at
"BASIC
TREATMENT MET"
m.Pan.M.kpmentprol.et ✓.ac ..6.... ✓aaNulena..q rtnfJa Fan ustdm.Mn111sil.
wam,o.:
la.. I.p.aaapab.Meal,.w,rpnd.>a•.lpoda. en.v,.d.e.arm, n, mmm eaamn,.gaa pad w9a emddh. m. w9e eble.evtl MPe.9Man Wlmloee.gW.Ma.
.0,, .g vlvsn
Veam 1a &umvee.,on page 9tl l]

9119
RANDY MARION CHEVROLET OF STATESVILLE
STATESVILLE, NC IREDELL Bounty
���
TaEMIn River Basin
NCDENR
OrainaBe lveaA 1 0l 1
FATE OF RAINFALL -
Selects. :
Fint FlusM1
BASIC TREATMENT SCALE
Compliance Storm First Flush Storm- Rainfall Depth = t Inch
P WY
ma.T... nn—ITr emote
VOLUME MATCHING SCALE
First Flush Storm - Rainfall Deeathh , I inch
WIYme...hina TNef M1OW
FATE OF RAINFALL
GRAPHS
______
_... __— _____.
Irm
q{
._.
Pre Development Fates
..___...... ._............. ...._......._ .._......__.___...._.._ III
.
I
Post Development Fates
I
90%—.__...._.
I
............. I
9
I
I
I
a
I
i
I
i
3
I
5
mI
I
I
!
zp.
I..._.._.
..........
I
I:
kra.YYr.. .nm n.Y.aox .. r.mamx..oe a amura..nw.n. aama
r rrrx. r ... .or .r II
ce
j memm�...e n. —____ .Image
a.rrep�oa �pe an
u.nmawm.. m.mmlazean
mrnr,�..berao-o raxlr ape—Wea..e.al.rard
I
.mimnlenyunn.zwae
aoM..anae.>xne xi ra n. oe acre.. umr.aPu.ad,.r= e
I
evermew.v>Kmem xprw a,-oa
•p¢ronnealM mprvbua N Warkn Oe
• nrYrnrWn amn fesme
•Green Poe Evapooamo.arun Ov!
I
iM'iv.tlnYNaFCMaEa
yllery6eeycp2aaanrowrwJr rnrlalvdmrn.reauEleItl Matl enlNembWmad Wa w,dlge,Nemmxa. varrla MYtl yMuaer. T.elenaa. EupM ra EeplaY lM Yvmma.
ppn n alnmwhch 5¢VYo [Iwgn to lta h.drripY aKkxh'tAmJrmm Wwem Mwmnn'muax mmp<mwa avYym.
STORMFI .11.11
Varabn I nva'. rap cvp Fq.:pe 11

Operation & Maintenance Agreement
10/19
RANDY MARION CHEVROLET OF STATESVILLE
STATESVILLE, NC IREDELL County
Prepared By: Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
Maintenance records snail oe Kept on me ronowing bivwksl. i ins maintenance recora snau oe Kept in a iog in a Known set locanoi
Any deficient BMP 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 BMP(s).
The BMP(s) on this project include (check all that apply &
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity,
Sand Filter
Quantity
Stormwater Wetland
Quantity
Wet Detention Basin
Quantity.
Disconnected Impervious Area
Present:
Soil Amendments
Present:
O&M tables 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)
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR 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:
Date: QS ZL� 7
I, � Pb R 'i , LAS L , a Notary Public for the State of /i C,
County of NL^ klPii louLe, , do hearbcertify rtify that Ef.) C B r'OB
`C�
personally appeared before me this .2 Ip day of yr1LL„ and
acknowledge the due execution of the Operations and Maaiinnte�'}a�Jce Agreement.
Witness my hand and official seal,
REBECCAJFRO:
NOTARY PUBLIC
nAeckleMwrg County, North Cat
'•.1t Commission Exom May 4,
Seal
My commission expires
S-411F
STORM-EZ 5/11/2017
Version 1.4 O&M Manual Page 1 of 4

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated fiH41'1f
one is provided.
Important maintenance procedures
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
STORM-EZ 5/11/2017
Version 1.4 08M Manual Page 15 of 17

I Wet Detention Pond Maintenance Requirements (Continued)
I
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem i
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
STORM-EZ 5/11/2017
Version 1.4 O&M Manual Page 16 of 17

WET POND ID FOREBAY MAIN POND
WET POND 1 Normal Pool El. 806.5 Normal Pool El. a
Temporary Pool El: 807.61 Temporary Pool El:Pret
eatment
Clean out
Clean out depth:
thanrfoebay?other No Sediment Stort ge El: 88035 Sediment Storage El:Has Vag. Filter? No Bottom El: 802 Bottom El:
STORM-EZ 5/11/2017
Version 1.4 O&M Manual Page 17 of 17

i.
'•�� STATESVILLE, NC IREDELL County
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
RANDY MARION CHEVROLET OF STATESVILLE ©�;
STATESVILLE, NC IREDELL County �r
A.
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A. NCDENR
Application
Type of application: New Permit
Only complete application packages will be accepted and reviewed. A complete package includes all of the items in the checklist
below. Add any comments, and indicate the page or plan sheet number where the following information can be found. Please
indicate that you have provided the following required information by initialing in the space provided next to each item.
Part I: Submittal Checklist
Item
Notes / Comments Initials
1 Original and one copy of this application form (all worksheets) and the permit
JCW
application fee. For applications submitted to the DEMLR regular permitting
program, the fee is $505 payable to NCDENR. For Express Review, click on the
link below for information and fee schedule. Contact the appropriate regional
office Express Review Coordinator to schedule the required pre -application
meeting.
Click here for Express Permitting info
2 A USGS map identifying the site location. If the receiving stream is reported as
JCW
class SA or the receiving stream drains to and is within 1/2 mile of SA waters,
then include the 112 mile radius on the map.
3 A copy of the most current property deed.
JCW
4 Two copies of additional calculations (as needed). Sealed, signed and dated.
JCW
5 Two sets of sealed, signed, & dated full-sized plans of the entire site at a
JCW
readable scale, including:
a. Project name, engineer and firm, revision number and dates.
JCW
b. Location map with street names and SR numbers, legend, north arrow,
JCW
scale.
c. Dimensioned property/project boundary with bearings & distances.
JCW
d. The boundaries of all surface waters, regulatory flood zones, and protected
JCW
riparian buffers or a note on the plans that none exist.
e. The boundaries of all vegetated or protected riparian buffers.
JCW
I. Site layout showing all built -upon areas, drainage features, stormwater
JCW
collection systems (inlets, outlets, swales, pipe elevations, slopes and
diameters), and SCMs at ultimate build -out.
g. Existing contours, proposed contours, spot elevations, and finished floor
JCW
elevations.
h. Existing drainage (including off -site), drainage easements, pipe sizes, runoff
JCW
calculations.
i. Drainage area boundaries (included in the main set of plans, not as a
JCW
separate document).
j. Existing and proposed maintenance access routes, utility easements,
JCW
drainage easements, public rights -of -way etc.
k. A construction sequence that shows how the SCMs will be protected from
JCW
sediment until the entire drainage area is stabilized.
6 Two sets of sealed, signed, & dated full-sized plan details of each SCM (or
JCW
typical if appropriate) in both plan view and cross-section at a scale of 1" = 30'
or larger, including:
a. Dimensions, side slopes, length to width ratios and elevations with a
JCW
benchmark for clean -out if appropriate.
STORM-EZ 6/7/2017
Version 1.4 Application Page 1 of 6

STATESVILLE, NC IREDELL County
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
b. All applicable conveyance devices, including: bypass structure, JCW
pretreatment area, flow distribution device, underdrains, outlet device, outlet
dissipater and level spreader.
c. A table of elevations, incremental volumes and accumulated volumes (if JCW
applicable).
d. Specifications for applicable materials, such as planting media, aggregate, JCW
sod, underdrains, outlet devices, etc.
STORM-EZ 6f7/2017
Version 1.4 Application Page 2 of 6

STATESVILLE, NC IREDELL County
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
7 Two sealed, signed, & dated planting plans for each SCM (or typical) at a scale
JCW
of 1" = 20' or larger, as applicable, including:
a. The locations of each species and a planting detail.
JCW
b. A table summarizing the size, spacing and total quantity of each plant
JCW
species that should be used.
c. The source nursery for the plants.
TBD
d. A one-time fertilizer specification to establish plants if necessary.
JCW
8 A soils report based on field evaluation indicating the SHWf elevations within
N/A
the footprints of the proposed SCM(s). Provide a map of the boring locations
with the existing elevations and boring logs. For infiltration SCMs, the report
shall include the soil type, infiltration rate and method for determining the
infiltration rate. Soils information shall be signed and sealed by a licensed soil
9 A copy of the signed and notarized operation and maintenance (O & M)
JCW
agreement.
10 A copy of the proposed deed restrictions protecting the SCMs and limiting the
JCW
built -upon area so that it does not exceed the capacity of the SCM(s) or the high
density threshold (as applicable).
NCDENR Deed Restriction Forms
11 For corporations and limited liability corporations (LLC): Documentation from the
JCW
NC Secretary of State or other official documentation, which supports the titles
and positions held by the persons listed in the Contact Information section. 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.
NC Dept. of the Secretary of State
12 A copy of the lease agreement or pending sales agreement if applicable.
N/A
STORM-EZ
6/7/2017
Version 1.4 Application Page 3 of 6

STATESVILLE, NC IREDELL County
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
Part If: General Project and Applicant Information
Project Name: RANDY MARION CHEVROLET OF STATESVILLE Date: 10-May-17
Project Street Address: 615 GAITHER ROAD Lat: 35.806875
City: STATESVILLE Zip: 28677 Long:-80.882814
Directions to Project: FROM 1-40 (EXIT 151) TURNERSBURG HWY. (SR-21), go North 150', Turn County: IREDELL
(from nearest intersection) left (WEST) ON Gaither Road (2148 LF) to Driveway Entrance NON -COASTAL
Project Applicant:1 Randy Marion Chevrolet of Statesville, LLC
(Identify the corporation, organization, property owner, designated
government official, etc. which owns the oroiect.)
Owner / Signing Offical's Name:
Title:
Address:
City:
State:
Zip:
Phone:
Fax
Email:
Randall L. Marion
Member Manager
PO Box 1559
Mooresville
NC
28115-1559
704-659-7037
704-230-1302
ebroach rand marion.com
Status of applicant:1 Developer Complete contact information for property owner below.
River Basin: Yadkin
Receiving Stream(s): Morrison Creek
Stream Class(es): C
Surface Water Area (ac): 10.99 Coastal wetland area (ac): N/A
Total property area (ac): 33.99 Total project area (ac): 8.79
Goals/characteristics: YES Volume Matching (LID) NO Drains to an offsite stormwater system
NO Low Density NO Within 575' of Saltwater ORW
YES High Density YES Within 5 miles of a public airport
Briefly summarize how the stormwater runoff will be treated:
PROPOSED WET DETENTION POND 1 (DESIGNED PER NCDENR BMP MANUAL)
Part III: Permit Information
Status of construction: Not Started
Other permits needed:MNO
Sedimentation & erosion control MNO
404 Permit / 401 Certification
CAMA Major Permit Isolated Wetlands Permit
Threatened 8 Endangered Species NPDES Industrial Stormwater Permit
If an application for this project has been previously returned, provide the original project number and previous name of the
Provide the perm
it type, number and issue date for any permits that have already been obtained for this project:
None
If claiming vested rights, then identify (and attach) the supporting documents and approval dates:
MNO
Approval of a site -specific development plan or PUD Approval dater
Valid building permit Issue date:
Other Date:
Not Started
Point of Contact: Phone number:0
STORM-EZ 6f7/2017
Version 1.4 Application Page 4 of 6

STATESVILLE, NC IREDELL County
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
I. Part IV: Additional Contact Information
Property Owner/Organization: Dawn Properties, LLC
Signing Official & Title: Randall L. Marion
Street address: 220 W Plaza Dr
City, State, Zip: Mooresville, NC 28117
Phone number(s): 704-659-7037
(Optional) Additi
Person /
Signing O
Sh
Cit
Phon
(Note: Person/Organization noted above may be contacted for additional project information if applicant
cannot be reached.)
Part V: Consultant Information
Complete this section if you wish to designate authority to another individual or firm so that they may provide information on your
behalf for this project (such as addressing requests for additional information).
Consultant:
Firm:
Street address:
City, State, Zip:
Phone number(s):
Email:
Mr. Donald. L. Munday, P.E.
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC
704-664-7888
dmundavGDodaoa.com
STORM-EZ 6/7/2017
Version 1.4 Application Page 5 of 6

STATESVILLE, NC IREDELL County
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
Part VI: Property Owner Authorization
I, (the Property Owner listed above), Dawn Properties, LLC , certify that I own the property identified
in this permit application and thus give permission to (the Applicant), Randy Marion Chevrolet of Statesville, LLC
to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with this
submittal, which indicates the party responsible for the operation and maintenance of the stormwater system.
As the legal property owner, I acknowledge, understand and agree by my signature below, that if my designated agent (listed as the Applicant
above) dissolves his/her company or cancels/defaults on his/her 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 contact DEMLR immediately
and submit a completed Name/Ownership Change Form within 30 days; otherwise, I will be oeprating a stormater 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 Statute 143-
215.1 and may r ropriate enforcement action including the assessment of civil penalties up to $25,000 per day, pursuant to NCGS
143-215.6. -
Signature: ' Date: W l a - 17
I, ,eh ee ea Frost- allotary Public fathe State of A) G
County of P C rn , do nearby certify that
personally appeared before me thi � day of 1//1 •e Uj -7
and acknowledge the due execution of the aolicjation for armor w ter peymit.
Witness my hand and official seal, `z ,f,/AO�L/aC) Jf Aim
MJ
OSTLICth CardinAeY
commission expires
Seal
Part VII: Applicant's Certification
I, (the Applicant listed above), Randy Marion Chevrolet of Statesville, LLC , certify that the information included
on this permit applicant 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 restrictusion and protective covenants will be recorded, and that the proposed project complies with the
requirements of icable state stormwater rules and requirements.
ignature: Date:
I, b a Notary Public fogthe St to of A) G
County of C k w do herby certify that /�Qnc_ f l-z> ri 14 .
personally appeared before me thi day of <////1 f .,2D/
and acknowledge the due execution oft application to stt water permit.
Witness my hand and official seal,
REBECCA J FROST
NOTARY PUBLIC
Mecklenburg County, North Cardin
My Commission Exdms"4, 2016
Ay commission
Seal
/q
STORM-EZ 6/7/2017
Version 1.4 Application Page 6 of 6

STATESVILLE, NC IREDELL County
Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
Part VI: Property Owner Authorization
I, (the Property Owner listed above), Howard Family Investments #1, LLC certify that I own the property identified
in this permit application and thus give permission to (the Applicant), Randy Marion Chevrolet of Statesville, LLC
to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with this
submittal, which indicates the party responsible for the operation and maintenance of the stormwater system.
As the legal property owner, I acknowledge, understand and agree by my signature below, that if my designated agent (listed as the Applicant
above) dissolves his/her company or cancels/defaults on his/her 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 contact DEMLR immediately
and submit a completed Name/Ownership Change Form within 30 days; otherwise, I will be oeprating a stormater 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 Statute 143-
215.1 and may result in appropriate enforcem ht action including the assessment of civil penalties up to $25,000 per day, pursuant to NCGS
143-215.6. 1 i A
y�
Signature r �/i /l' �.:' � LC/ 1. %?11f_: ir:�� � Date: L�� " i /'% "' r
a Notary Public for the State of /t G
County of ;�rxe olLma do hearby certify that L/�l.�d
personally appeared before me this / day of 704 CC7/7
and acknowledge the due execution of thQ.a i for a stormwater permit.
Witness my hand and official seal,
My commission expires MG,.Gl2 0701 g
Seal """
Part VII: Applicant's Certification
I, (the Applicant listed above), Randy Marion Chevrolet of Statesville, LLC , certify that the information included
on this permit applicant 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 restrictusion and protective covenants will be recorded, and that the proposed project complies with the
requirements of the applicable state stormwater rules and requirements.
Signature:
I, , a Notary Public for the State of
County of do hearby certify that
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,
commission expires
Seal
Date:
STORM-EZ 6/7/2017
Version 1.4 Application Page 6 of 6

Click Here To:
}North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY o;= STATE
PO Box 29622 Raleigh, NC 27626-0622 f919j807-2000 Account
Login
Create
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: The Howard Family Investments #1, LLC
Prev Legal: The Howard Family Limited Partnership
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
0950799
Current -Active
Current
Domestic
3/16/2009
December
Howard. Linda Harlan
Mailing:
403 Deauville Rd
Statesville, NC 28677
Principal Office:
585 Greenway Drive
Statesville, NC 28677
Reg Office:
585 Greenway Drive
Statesville, NC 28677
Reg Mailing:
585 Greenway Drive
Statesville, NC 28677
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member:
Genevieve M. Howard
PO Box 480381
Charlotte NC 28269
Managing Member:
James P. Howard
722 Maplewood Lane
Statesville NC 28625
Member:
John T Howard
PO Box 1410
Statesville NC 28687
Managing Member:
Linda H Howard
585 Greenway Drive
Statesville NC 28677
Managing Member:
William P. Howard
403 Deauville Rd
Statesville NC 28677
Account

Click Here To:
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh, INC 27626-0622 1919)607-2000 Account
Login
Create
View Document Filings File an Annual Report Amend a Previous Annual Report Account
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Dawn Properties, LLC
Prev Legal: Randy Marion Automotive, LLC
Limited Liability Company Information
Sosld:
0629368
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
4/29/2002
Fiscal Month:
December
Registered Agent:
Marion, Randall L
Corporate Addresses
Mailing:
220 W Plaza Dr
Mooresville, INC 28117
Principal Office:
220 W Plaza Or
Mooresville, INC 28117
Reg Office:
220 W Plaza Or
Mooresville, INC 28117
Reg Mailing:
PO Box 1559
Mooresville, NC 28115
Company Officials
All Ll are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member:
Jennifer D Mills Irrevocable Trust UTA Respecting Dawn Properties
220 W Plaza Dr
Mooresville NC 28117
Member:
Betty J Marion
153 Sailview Road
Mooresville INC 28117
Manager/Member:
Randall L Marion
220 W Plaza Or
Mooresville INC 28117
Member:
Randall L Marion II Irrevocable Trust UTA Respecting Dawn Properties
220 W Plaza Or
Mooresville INC 28117

Operation & Maintenance Agreement
RANDY MARION CHEVROLET OF STATESVILLE
STATESVILLE, NC IREDELL County
Prepared By: Mr. Donald. L. Munday, P.E., Piedmont Design Associates, P.A.
Maintenance records small De Kept on the following bMY(s). i nis maintenance record small De Kept In a log In a Known set locatio
Any deficient BMP 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 BMP(s).
The BMP(s) on this project include (check all that apply &
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
Soil Amendments
Present:
O&M tables wil
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):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Resp,
Title &
St
Phor
Signal a* - _ l` Date: (,O •/� • / %
I, !\ rt Para .J F//ZJSI' a Notary Public for the State of A)
P Pit %u r�, do hearby cgjrtify that t}yt c-la // County of A
personally appeared before me this /� day of at /'1 C- and
acknowledge the due execution of they On ra�tieo�n�s�and Mai^nte'p nyce Agreement.
Witness my hand and official seal, / ZIJIA.�L./ ` 1 0
REBECCAJFRUS
NOTARY PUBLIC
Mecl em bwfl County, North Car
My commission Espses May 4_
Seal
My commission expires
Y/y,/zv/8
STORM-EZ 617/2017
version 1.4 O&M Manual Page 1 of 4

I Wet Detention Pond Maintenance Requirements I
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
_ Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
_ Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month 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 should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
_
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
STORM-EZ 0/7/2017
Version 1.4 O&M Manual Page 2 of 4

I Wet Detention Pond Maintenance Requirements (Continued) I
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
STORM-EZ 6/7/2017
Version 1.4 O&M Manual Page 3 of 4

.-qt
I Wet Detention Pond Design Summary I
WET POND ID FOREBAV MAIN POND
WET POND 1 Normal Pool El. 806.5 Normal Pool El. I
Temporary Pool El: 807.61 Temporary Pool EIPretreatment other NoClean out depth: 805.25 Clean out depth:than forebay? Sediment Storage El: 803 Sediment Storage El:HasVeg. Filter? No Bottom El: 802 Bottom EI:
STORM-EZ 677/2017
Version 1.4 O&M Manual Page 4 of 4

North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY of STATE
PC Box 29622 Raleigh, NC 27626-0622 {919}607-2000
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Dawn Properties, LLC
Prev Legal: Randy Marion Automotive, LLC
Limited Liability Company Information
Sosld:
0629368
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Dale Formed:
4/2912002
Fiscal Month:
December
Registered Agent:
Marion, Randall L
Corporate Addresses
Mailing:
220 W Plaza Dr
Mooresville, NC 28117
Principal Office:
220 W Plaza Or
Mooresville, NC 28117
Reg Office:
220 W Plaza Or
Mooresville, NC 28117
Reg Mailing:
PO Box 1559
Mooresville, NC 28115
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member:
Jennifer D Mills Irrevocable Trust UTA Respecting Dawn Properties
220 W Plaza Dr
Mooresville NC 28117
Member:
Betty J Marion
153 Sailview Road
Mooresville NC 28117
Manager/Member:
Randall L Marion
220 W Plaza Dr
Mooresville NC 28117
Member:
Randall L Marion II Irrevocable Trust UTA Respecting Dawn Properties
220 W Plaza Dr
Mooresville NC 28117
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