SW8120617_Historical File_20200409

Job No. 17069
Date: 04 06 20
TRIPP ENGINEERING, P.C. r
419 Chestnut Street, Wilmington, NC 28401 ,1 cu4w
Phone: [phone] • FAX: [phone]
Email: [e-mail]'__..
LETTER OF TRANSMITTAL
To: NCDEQ
Attention: Tina Burd
Subject: Parkway Volvo SW8 120617
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( X ) Other
Copies Item No. Description
1 Engineer's Certification
These are transmitted as checked below:
( ) For Approval ( X ) For Your Use ( ) Sign & Return ( ) Review
Remarks:
Signed: Della Baird

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Job No. 17069
To:
Attention:
Subject:
Date: 03/18/19
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] o FAX: [phone]
Email: [e-mail]
LETTER OF TRANSMITTAL
NCDEO
Linda Lewis
Parkway Volvo SW8 120617
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
PEAR t
hot.
( X ) Prints ( ) Tracings ( ) Copy of letter ( ) Specificdtions ( ) Other
Copies Item No. Description
2 C1 Updated Plan Sheet
These are transmitted as checked below:
(X ) For Approval ( ) For Your Use ( ) Sign & Return ( X) Review
Remarks: Per your email comment plan has been updated to show partial pipe removal
Please review for approval and contact us with any questions or comments Thank you
Signed: Elizabeth Wandmacher

Lewis,Linda
From: Lewis,Linda
Sent: Friday, March 15, 2019 11:25 AM
To: [e-mail]'; [e-mail]
Subject: Parkway Volvo SW8 120617
Phil
I got the revised sheet C4, however, I am still confused.
Sheet C1 (sealed on 1/23/19) shows the pipe between the existing curb inlet in the access easement
and the proposed SDMH #1 located within the proposed project area, as being removed. Sheet C4
does not reflect the fact that it will be replaced.
If this pipe will only be partially removed between the new SCMH #1 and the existing curb inlet within
the old project, then please revise the "X's" you show on Sheet C1.
If you will fully remove and partially replace that section of pipe with a new pipe, then please put that
information on Sheets C1 and C4.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
I nda.lewisCa-ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
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Job No. 17069
Date: 03/12/19
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] e FAX: [phone]
Email: [e-mail]
LETTER OF TRANSMITTAL;°
To: NCDEO lee;, q� �
Attention: Linda Lewis
Subject: Parkway Volvo SW8 120617�`
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( X ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
Copies Item No. Description
2 C4 Updated Plan Sheet
These are transmitted as chec'Ked below:
(X ) For Approval ( ) For Your Use ( ) Sign & Return ( X) Review
Remarks: Per your email comment, plan has been updated to show existing pipe
previously removed. Please review for approval and contact us with any questions or
comments. Thank you.
Signed: Elizabeth Wandmacher

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, March 12, 2019 10:00 AM
To: '[e-mail]'
Cc: [e-mail]
Subject: SW8 120617 Parkway Volvo II
Ms. Layton:
The Division will be returning your check #1855 dated August 8, 2018. This check was not required
because the proposed site development is a simple "revision" to the previously approved layout of the
built -upon area. This type of revision is a minor modification that does not require a fee.
Please expect this check to be mailed out within the next day or two. Alternatively, I can destroy it, or
you can walk on over to our offices next door and pick it up, whatever you prefer.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
,' nda.lev,J!ia( n_d}eP!1.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
1 �'f'•.:�1 l_'ar�-.'rli3 ,�"`.},''il ri: -'�:: . .. _l'.� o_.::' - �:r .`'?''•��i!, . .... -

NEW HANOVER COUNTY
Engineering Department
230 Government Center Drive • Suite 160
Wilmington, North Carolina 28403
TELEPHONE [phone]
Fax [phone]
Memorandum
Date: 304119
To:
NCDENR - WQ
From: Beth Easley Wetherili
Soil Erosion Engineer
Beth E. Wetherill, C.P.E.S,C.
Soil Erosion Specialist
S�)� 1.,)- ()(0 (.--f
Re: Sedimentation and Erosion Control Plans
Grading Permit # C-p 4S---16 p,,k j
nn on can
The attached plans have been submitted for approval
to New Hanover County Engineering. If you have any
questions regarding these plans, please contact this
office.
* "�W S 00647

7�
x •�xs:laa ss—et�V liYii 3 45-L
Under the conditions set forth by f-0 �.E LD FeeltA ` ReviewrFieA2.00
The New Hanover County
Soil Erosion and Sedimentation Control Ordinance klg i
Date Pd Date Pd 1
Engineering Department
Applicant or Applicant's Agent: Wilmington Auto Grout) Properties LLC
Mailing Address: 5920 Market Street Telephone Number: 910-202-8711 Fax Number:
Wilmington, NC 28405 Email Address: h![e-mail]
Total Acres of Land Disturbance: 3.47 Purpose of Development: commercial
Description of Land Disturbance: site work for auto dealership and parking area
Address of Land Disturbance 5820 Market Street Latitude: N34°14'59" Longitude: W77°59'27"
STATEMENT OF FINANCIAL RESPONSIBILITY
Land owner(s) of record: Person or firm(s) financially responsible for the
land disturbing activity. If not a North Carolina
resident, you MUST have a N.C. agent. (List Below)
Name: Wilmington Auto Group Properties LLC Name: Wilmington Auto Group Properties LLC
Address: 5920 Market Street Address: 5920 Market Street
City/State: _Wilmington, NC City/State: Wilmington, NC
Zip Code: 28405 Zip Code: 28405
Telephone Number: 910-202-8711 Telephone Number: 910-202-8711
Email: [e-mail] FaxNumber Email: [e-mail] FaxNumber:
Location of deed(s) or instrument(s): County: New Hanover Book: 5764 Page: 1208
The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath.
(This form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in -
fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to
provide corrected information should there be any change in the information provided herein.
Date: ���� % Name Donald R. Latham Title Member Manager
Signature
I, A0V1 le , i ary Public of the County of to 4&ln a V 8 State of
North Carolina, hereby certify that Da hRia Q- . L.&4 �%A M appeared personally before me this day and
being duly sworn acknowledged that the above form was executed by him.
Witness in and notai is 9 day of Pr "s# , 2018
Not, commission expires a S0 2+OZ�
SEAL = 11pT.4
sZ v;
'0(19 L\G 2i
Permission to Enter on Land s y9N v����•',
I certify that I am authorized to grant and do ,&1 pVW �1 missii
uuu�Nu—" i'►�'
the ]anestion in connection related to this permit application.
IfIle
to the Erosion Control Inspector and his agents to enter
Application Signature and Date I
PLEASE COMPLETE ALL PORTIONS OF APPLICATION

TE 17069
Stormwater Drainage System & Erosion Control E C E I V E
Narrative
Parkway Volvo FEB 0 5 2019
5820 market Street, Wilmington, NC
The Parkway Volvo project is a proposed auto dealership located at 5820 Market Street
in Wilmington, NC, New Hanover County, parcel ID # R05010-001-003-000. Parkway
Volvo is being developed by Wilmington Auto Group Properties, LLC. The site is
approximately 3.47 acres of land, of which 3.47 acres is proposed for disturbance. The
Parkway Volvo facility will be serviced by CFPUA for public water and sewer systems.
No wetlands exist on the project site.
Wilmington Auto Group Properties, LLC is proposing to build a 17,265 sf building,
73,669 sf of asphalt parking, 1,369 sf of concrete sidewalks and 22,094 sf of True Grid
pervious parking with 100% credit. Proposed on -site impervious area for this project is
92,303 sf and 17,008 sf of future BUA. Total impervious area within the property is
109,311 sf or 72% of the total project area.
The proposed Parkway Volvo project is Tract 2 within the Carmar Park subdivision. The
existing NCDENR stormwater permit number for the Carmar Park is SW8 000647. Tract
2 is allocated 109,311 sf of impervious on this permit. This tract has an existing off -site
state permit for Friendzy'z (SW8 120617) with permitted BUA of 109,311 sf. Existing
City of Wilmington stormwater permit for Carmar Park is No. 2004022 and the City
permit for Friendzy'z is No. 2012023.
The proposed stormwater system will tie into the existing piped stormwater system that
discharges into the existing Pond located on the Carmar Park property. The outflow from
the existing Pond will drain to Bradley Creek; classification SC, index No. 18-87-24-4-
(1), in the Cape Fear River Basin. All built upon areas (BUA's) will be collected and
routed through the existing pipe system and into the existing wet detention frond BMP.
Prior to clearing of the site, one construction entrance and temporary silt fence will be
installed. After clearing of the project site, the parking areas and building location will
then be graded. Underground utilities, including the stormwater drainage system will be
installed and inlet protection put into place. The proposed building will be constructed
followed by paving, sidewalk installation, final site grading, stabilization of the site and
landscaping. Temporary erosion control measures will remain in -place until such time as
areas are stabilized. Permanent measures include permanent stands of grass. Specific
measures and directions to the contractor are noted on the plans. Please refer to Sheet C4
for detailed erosion control measures and construction sequence.

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Application Completeness Review Checklist
Project Name: _t {� [� �� �; --Date Delivered to NMRO: : - e_
`-�- �{ ,•, c[ BIMS Received/Accepted Date: Z 5- (j(
Project County/Location: *BIMS Acknowledged Date: 7 ?r,f A
IRule(s). EY017 Coastal r 2DO8 Coastal 1:1095 Coasta; ❑Phase l€ Universal L11988 Coastal
Permit Action: Nelod ,,/Renewal / Transfer
Permit Type: HD / LD' / LD Overall / HD &LD Combo
General Permit fF`r- /.Exempt / Rescission
SCM Type(s). _
Developmen Type: Commercial ' ..asidential / Other
Subdivided?: Subdivision or Sir = la Lot
For New or Transferred Permits Permittee is:
erty Owner(s) FlLeveloper ❑Lessee EIPurchaser �siDA
Paperwork
Emailed Engineer on:
* * New Permit #.:
Slupplement(s) (1 original per BMP;
lao&M with correct/original signatures i1 original per BMP exceror LS/ VFS and swales)
E24piication with correct/original signatures
Ltf_01;�p or LLC: Sig. Auth. per SoS ❑r_Signature Auih.orization letter or report
QSoils Report, w/SHWT or General ReportPi
rQ21 lUG z�rn
�
Icula;ions (signed/sealed) _ I-
QDeed Restrictions. if subdivided: ' re turn C-
*'Signed & Notarized Template
Templa!,� (Comm/Res & HD/LDI or Dec. Covenants & Res't.,
Permit #:
[DPE Cert on File?
toSW8: 6)00���
71Master PE Cert on File?
Stream Class:
DSA Map -- MORW Map
Email Address: Design: Engineer
[}bail Address: Property Owner
Feed
�Emall Address: Lessee
Lease Agreernen:
ElErnail Address: Purchaser
Purchase Agreement
-JEmail Address: Developer
Recorded Covenants Email Address- HOA Representative
®Recorded Plats ID50% or more Lots Sold List
1111yrotect narrative
OUSGS Map
E Plan
s•
Sets Wetlands: Delineated or No Wetlands 67U____
�PFn�icinity Mapject Boundaries
[2Cegend Dt yout (proposed BUA dimensions) k ��
6A Maps t ails (roads, cul-de-sacs, curbs, sidewalks, BMPs. Buildings, etc) �-� / G� / �
Existing Conditions Landscape Plan 4-
17�rading [:Y�E Seal
41�
REVIEWER NAME: NOTES TO REVIEWER: ''Enter BIMS Acknowledged Date on this Sheet
A ,t r • ""; *`" FOR NEW Projects -Enter New Permit # on
Lto r' f47 %,— Supplements & Deed Rettiction TemplatesI&I
GMQ\'•;�Reference i_ibrary\Procedures\Checlaists\Completeness Review Checklist-2018 03 1.3

Job No. 17069
Date: 01/31/19
(I
00%1 -
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401 BY.
Phone: [phone] • FAX: [phone]
Email: [e-mail]
LETTER OF TRANSMITTAL =29j
To: NCDEO
Attention: Linda Lewis
Subject: Parkway Volvo SW8 120617
& Carmar Park Commercial Subdivision SW8 000647
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( X ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( X ) Other
Conies Item No Description
2 C1-C6,D1 Updated Site Plans and Details
1 Narrative
1 Revised Page 3 of Application
1 Revised Calculations
(X ) For Approval ( ) For Your Use ( ) Sign & Return ( X) Review
Remarks: Revisions to Droiect in response to City of Wilmington comments
Signed: Phil Tripp

`Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, October 31, 2018 5:48 PM
To: [e-mail]
Cc: [e-mail]; Phil Tripp
Subject: transfer Request for SW8 120617 Friendzy'z
Mr. Latham:
On August 22, 2018, the Division received your request to accept the transfer of the subject
stormwater permit for Friendzy's aka the new Parkway Volvo. The required compliance inspection of
both the project and the permitted stormwater control was delayed due to Hurricane Florence, but
was finally able to be conducted on October 18, 2018. While both the project's BUA and the pond
were mostly in compliance, the Master Permit SW8 000647 expired on February 6, 2018 and has not
been renewed. It must be renewed prior to finalizing the transfer of the SW8 120617 permit and prior
to accepting a plan revision to demolish the existing pavement and construct the proposed new
building and parking.
On October 19, 2018 and again today, I notified the management company for Carmar Park
Association of the need to renew the permit. Once that renewal application is submitted, processed
and issued, the Division will be able to transfer the SW8 120617 permit to Wilmington Auto Group
Properties, LLC and accept your request to approve the new Parkway Volvo construction plans.. No
action is required from you at this time, but please feel free to encourage Carmar Park Association to
submit their renewal application, if they have not already done so. The longer they delay, the longer it
will take to process your transfer application and approve the plan revision.
In the meantime, I've done a preliminary review of the proposed Parkway Volvo site plan. Please note
the following information is missing from the plans and needs to be added:
1. The plans do not show the existing 18" pipe from CI #4 into SDMH #3. The SW8 000647
master permit approved plan shows an 18" pipe leaving Cl #6 (labeled as CI #4 on the
proposed plan) and running diagonally to a manhole in the main 36" pipe that feeds the
pond. This manhole is identified as SDMH #3 on the SW8 000647 approved plans, but is only
identified as an existing SDMH on the proposed Parkway Volvo plan. Please add the 18" pipe
and label the manhole appropriately, or if you will be making changes to the drainage system,
please show how the drainage will get into the pond.
2. Please add dimensions for the building.
This email constitutes a request for additional information. Please Drovide 2 sets of updated plans by
December 1, 2018. You may request up to a total of 30 additional days to respond, which will keep
your transfer application from being returned while the SW8 000647 renewal application is being
processed.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office

line.'@.ieyj!F( rn;denr.cov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Compares
0

State Stormwater Inspection Report
General
ProjectName: VO)
Permit -No: SW8 �ZC%(p��
Expiration Date: "/ 4
Contact Person:
Phone Number:
Inspection Type: S
Inspection Date: (� 0
Time In: w'. ��
Time Out:
Current Weather: 5 V hn% GNU I
Recent Rain (Date)? �V-�1�� 0
I Rain 2 in
WFA
Facility Address /Location: 58 20 9.-Jal
City: W l / zip: County: J Lat: o '9"v 1 Long: - � 66W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): (ES)
igh (HD) Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
Dry Ponds Bioretention Permeable Pavement Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Other (specify): C7 F�� /� �Gy (3D(�(yQ
File Review Yes No NIA NIE
1. Is the permit active? i
2. Signed Engineer's Certification on file? X
3. Signed Operation and Maintenance agreement on file? V"-
4. Recorded Deed Restrictions on file?
, e visit: tsuin upon Area (tsuAj
Yes
No N/A NJE
5.
BUA is constructed and consistent with the permit requirements?
p(j
i.6.
BL'A (as permitted) is graded such that the runoff drains to the system? (high density on])
X
I
7.
Drainage area is consistent with permit? (i.e. no unpermitted drainage to the SW BMPs)
x
j
8.
Drainage area is stabilized? (to reduce risk of sedimentation to the SW BMPs)
j(
Site Visit: Stormwater BMPs - W14 Sze Occxp¢7 In Spec bbil
Yes
No NIA N/E
9.
Stormwater BMPs are located per the approved plans?
j
!
10.
Stormwater BMPs have dimensions (eg. length, width, area) matching the approved plans?
j
11.
Stormwater BMPs are constructed per the approved plans?
Site Visit: Operation and Maintenance — 0rl 4k S k4 pA(y6
Yes
No N/A N/E
12.
Access points to the site are clear and well maintained?
13.
Trash has been removed as needed?
14.
Excessive landscape debris (grass clippings, leaves, etc) is controlled?
✓
1 15.
Stormwater BMPs being operated and maintained as per the permit requirements?
X-—J
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 - present only) i J ; x'
Site Visit: Other Permit Conditions Yes No N/A NIE
i 17. Is the site comnliant with other conditions off be. nermit? 1
Site Visit:. Other Water Quality Issues Yes No NIA NIE
18. Is the site compliant with other water quality issues as noted durina the inspection?
State Stormwater Inspection Report, Version 3.0_3-09 Page I of 2

State Stormwater Inspection Report
Comments
Nc�e .t — Pa 'a 12� f Q/f11%1-4'f A. -At wrcv�� /04t
Inspection Pictures (some of the pictures taken during the site visit)
Compliance Status ❑
Letter Sent (circle one); Yes
:om:p:liant ❑
No Letter type: CEI
Non -Compliant
NOV NOVRE Other
Date Sent: Reference Number:
Inspector Name and Signature: ��J r Date
IG— I Y.—t7
State Stormwater Inspection Report, Version 3.0_3-09 Page 2 of 2

Lewis,Linda
From: HEATHER LAYTON <[e-mail]>
Sent: Thursday, October 11, 2018 9:41 AM
To: Lewis,Linda; [e-mail]; 'Adam Nicholas'
Cc: r)[e-mail]; Scott; Georgette
Subject: [External] RE_ SW8 120617 Transfer
' ks or I
attachments-
,. ..
i have sent this to Sherri Hepps with vanguard. Thoy manage Car Mar Park Association. Her contact information is as
follows:
3825 Barrett Drive, Suite 100
Raleigh, NC 27609
[phone] (direct)
[phone] (fax)
Thank You,
Heather Layton
Heather Layton
Controller
Parkway of Wilmington
910-202-8711 Direct
From: Lewis,Linda [maiIto: [e-mail]]
Sent: Thursday, October 11, 2018 9:28 AM
To: [e-mail]; Adam Nicholas
Cc: [e-mail]; [e-mail]; Scott, Georgette
Subject: SW8 120617 Transfer
UT
It appears that the master permit SW8 000647 issued to Carmar Park Association, Jon T. Vincent,
expired on February 26, 2018 and has not been renewed.
I will contact Mr. Vincent and the registered agent, George Venters, Jr., to notify them of the need to
submit the renewal application and $505.00 fee for SW8 000647.
I am unable to approve the transfer of the SW8 120617 permit until the master permit is renewed. I've
included Mr. Vincent's office contact (Adam Nicholas) on this email in the hopes that Adam can get
the renewal application and fee for SW8 000647 submitted quickly.
In the meantime, I will conduct the inspection of the facility for compliance.
Linda Lewis, E.I.

Date a ived
a I iii
t ­1 wlI "I
Fee Paid
565,ao
Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 02H.1045 and other applicable statues as rarance within
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at: httoJ/deg.nc.00v/contact/regional-offices.
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until:
1. the current permittee resolves all non-compliance issues identified in the inspection report
2. the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party(ies), and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit.); or
3. in the case where a transfer falls under G. S. 143-214.7(c2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official (for current and proposed permittee) must meet the following:
• Corporation - a principal executive officer of at least the level of vice-president,
• Limited Liability Company (LLC) - the designated manager, (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H.1040) that shows they have legal authority to sign for
the LLC)
• Municipality - a ranking official or duly authorized employee;
• Partnership or limited partnership - the general partner;
• Sole proprietor,
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatories noted in a-e above, as
applicable.
A. GENERAL INFORMATION
1. State Stormwater Permit Number:----SW8 12' 617
2. Project name: ----Parl;uraV Volvo
Is this an updated project name from the current permit? ® Yes ❑ No
3. Reason for the permit transfer request:
__-------Neil✓ owner
I
AUG 2 2 2018
BY:
Stormwater Permit Transfer Application Form Page 1 of 7 April 21, 2017

B. PERSON(S) WHO HAVE SIGNED THIS FORM
❑ 1. Both the current and proposed permittees.
❑ 2. Only the current permittee/declarant of a condominium or planned community(skip Part F & G).
In accordance with G. S. 143-214. 7(c2) (see also SL 2011-256), this type of transfer is allowed only
whenall of the following items can be truthfully checked. -
El Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent (50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act (see §47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
® 3. Only the proposed permittee(skip Part D below).
In accordance with G. S. 143-214.7(c5) (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked.
® a. The proposed permittee is either (select one of the following):
® The successor -owner who holds title to the property on which the permitted activity is
occurring or will occur;
LJ The successor -owner who is the sole claimant of the right to engage in the permitted
activity.
® b. The current permittee is (select all at least one of the following):
❑ A natural person who is deceased.
® A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activity is occurring or will
occur.
❑ Other (please explain):
® C. The proposed permittee agrees to the following requirements (all must be selected):
® There will be no substantial change in the permitted activity.
® The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred.
® The successor -owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
AUG 111618
9V:
Stormwater Permit Transfer Application Form Page 2 of 7 April 20, 2017

C. SUBMITTAL REQUIREMENTS
Please mark "Y"to confirm the items are included with this form. Please mark W" if previously provided. If not
applicable or not available, please mark WA.:
1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.3D(e)(2).
2. Two hard copies (with original signatures) and one electronic copy of this completed form and
the required items.
--- Y 3. For proposed permittees that are corporations or LLC's, documentation from the NC
Secretary of State demonstrating that the proposed permittee is a legal and viable entity able to
conduct business in North Carolina.
N/A 4. The signed and notarized applicable operation and maintenance aareement(s) from the
Proposed permittee, as required by the permit. —
5. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
- —N/A 6. If required by the permit and if the project has been built, a signed, sealed and dated
certification document from a licensed professional stating that the stormwater management
system has been inspected and that it has been built and maintained in accordance with the approved
plans.
--NIA 7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the
project has been built, documentation that the maximum allowed per lot built -upon area or the
maximum allowed total built -upon area has not been exceeded. If the project has not been built,
the new owner shall provide a signed agreement to submit final recorded deed restrictions and
protective covenants.
-- --N/A 8. If transferring under G. S. 143-214.7(c2) (see also SL 2011-256), documentation verifying that
50% or more of the lots have been conveyed to individuals (not builders). Copies of the deeds of
conveyance or a chart listing the lot number, lot address, owner's name, conveyance date and
deed book and page number are acceptable.
9. If transferring under G.S. 143-214.7(c5) (see also SL 2013-121), provide legal documentation
supporting the dissolution of the corporation or documentation supporting the current permittee
was lawfully and finally divested of title of the property.
-------N/A 10. A copy of the lease agreement if the proposed permittee is the lessee.
---- N/A 11. A copy Qf the pending sales agreement if the proposed permittee is the purchaser.
- ---N/A 12. A copy of the development agreement if the proposed permittee is the developer.
19 AUG 2 2 2018
Fiy:____
Stormwater Permit Transfer Application Form Page 3 of 7 April 20, 2017

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION
Current Permit Holder's Company Name/Organization—:Friendzy'z, LLC
2. Signing Official's Name:
3. Signing Official's Title:
4. Mailing Address:
City: State: ZIP
5. Street Address:
City: State: ZIP:
6. Phone: ( ) Email:
1, , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application. I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit.I have provided a copy of the following documents to
the proposed permittee named in this application form: (select all that apply)
❑ the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
❑ the approved plans and/or approved as -built plans;
❑ the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
❑ a copy of the most recent inspection report;
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete I assign all rights and
obligations as permittee to the proposed permittee named below. I understand that this request to transfer the
permit may not be approved by the DEMLR unless and until the facility is in compliance with the permit.
Signature:
that
this the
day of
County of
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires
Stormwater Permit Transfer Application Form
Page 4 of 7
Date:
a Notary Public for the State of
do hereby certify
personally appeared before me
20 , and acknowledge the due
10E:i~
AUG 2 2 2018
BY:
April 20. 2017

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
® Property owner(skip Part G)
❑ Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA)(skip Part (--)
❑ Lessee(Attach a copy of the lease agreement. Both the lessee and the property owner will appear on the
permit as co permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner.)
❑ Purchaser(Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
permit reverts to the property owner.)
❑ Developer(Attach a copy of the development agreement. Both the developer and the property owner will
appear on the permit as co-permittees. If the development agreement is terminated, responsibility for the
permit reverts to the property owner.)
2. Proposed permittee name(check one of the following and provide the name):
®Corporation, LLC, Partnership, Municipality name:
❑HOA I POA / UOA name:
❑Sole Proprietor
3. Proposed permittee contact information:
a. Signing Official's Name—:,--: Donald R. Latham
b. Signing Official's Title: ------Meml- er Manager
c. Mailing Address.- 592-0 Market Street
City: -----Wilmington State: -----NC ZIP : —--28405
d. Street Address: 5920 Market Street
City: ------Wilmington State: -- --_-NC ZIP :-------28405
e. Phone: (-- }= - - _��),I 0) ?02_K71_1 Email:
4. If there is a Management Entitythat manages the property for an HOA, POA or UOA, please provide:
a. Management Company or Business name: _
b. Contact Name: Title:
C. Mailing Address:
d. City: State:
e. Phone: ( ) Email:
Wa
AUG 2 2 2018
BY:
Stormwater Permit Transfer Application Form Page 5 of 7 April 20, 2017

F. PROPOSED PERMITTEE CERTIFICATION
I, , hereby notify the DEMLR that I have acquired through sale,
lease, development agreement, or other legal transfer, the project/property covered by the stormwater
management permit and/or the responsibility for constructing and/or operating and maintaining the permitted
stormwater management system. I acknowledge and attest that I have received a copy of: (select all that apply).-
0 the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
❑ the approved plans and/or approved as -built plans;
❑ the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
❑ a copy of the most recent inspection report;
❑ Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written documentstatement, with a plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written plan of action and
schedule" must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit. I will construct the project's built -upon area as shown on the
approved plans; and I will {construct}, operate and maintain the approved stormwater management system
pursuant to th�iremenns list in the permit and in the operation and maintenance agreement.
Signature: ��
rm
I, Iv,011�� ls. • V ��Si a Notary Public for the State of
County of Owr 6 V4v , do hereby certify that V 0 nc, (� [� . 1. au IN& W,
personally appeared before me this the day of 4 201 % ,and
acknowledge the due execution of the forgoing instrument. Witness my hand ar1q.9 iaiiaJ.,seal,
Notary Signature
My commission expires IV`AN� 202�.
EI VE 1.
AUG 2 2 2018
BY.
Storrnwater Permit Transfer Application Form Page 6 of 7
April 20. 2017

F. PROPOSED PERMITTEE CERTIFICATION
1, , hereby notify the DEMLR that I have acquired through sale,
lease, development agreement, or other legal transfer, the project/property covered by the stormwater
management permit and/or the responsibility for constructing and/or operating and maintaining the permitted
stormwater management system. I acknowledge and attest that I have received a copy of: (select all that apply;:
® the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
❑ the approved plans and/or approved as -built plans;
❑ the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
❑ a copy of the most recent inspection report;
❑ Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written documentstatement, with a plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written plan of action and
schedule" must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit. I will construct the project's built -upon area as shown on the
approved plans; and I will {construct}, operate and maintain the approved stormwater management system
pursuant to th irementss list in the permit and in the operation and maintenance agreement.
Signature: I
I, ROh%Cs. L .y o,15; , a Notary Public for the State of N ay-&CA.+►'e sir►.`
County of N pW AN+ s04V , do hereby certify that 1D8V\6.Q `L.a W0.V,
personally appeared before me this the day of A4o_c& s4 20-M—, and
acknowledge the due execution of the forgoing instrument. Witness %my hand andaffWal-seal,
NotarySignature
My commission expires Aq4�02otiZ►
►Q��GA L V9•,•!
a,
a
=m`L AVBLIG 2
A.,
•�%Z I"E R C01.0-
AUG 2 2 2018
BY:
Stormwater Permit Transfer Application Form Page 6 of 7
April 20. 2017

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed permittee. The permit will revert to
the property owner if the purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organization:
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City: State: ZIP:
Phone: ( ) Email:
I, , hereby certify that I currently own the property identified in this
permit transfer document and acknowledge that the Proposed Permittee listed in Attachment B will be purchasing
the property, developing the property on my behalf, and/or leasing the property from me. A copy of the purchase
agreement, development agreement or the lease agreement, which names the party responsible for the
construction and/or operation and maintenance of the stormwater system, has been provided with the permit
transfer request.
I agree to notify DEMLR within 30 days if there are any changes to the purchase, developer or lease agreements
and will submit the applicable completed and signed Permit Information Update Form, or Permit Transfer
Application Form to address these changes. As the legal property owner, I acknowledge, understand, and agree
by my signature below, that the permit will revert to me and I will be responsible for complying with the DEMLR
Stormwater permit if the property purchase, lease or developer agreement/contract is cancelled or defaults. I
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the day of
20 , and acknowledge the due execution of the forgoing instrument. Witness
my hand and official seal,
(Notary Seal)
Notary Signatu
My commission expires.
AUG 2 2 2018
>3Y:
Stormwater Permit Transfer Application Form Page 7 of 7
April 20, 2017

e
Burd, Tina J
From: Burd, Tina J
Sent: Friday, August 31, 2018 9:59 AM
To: '[e-mail]'; '[e-mail]'
Subject: SW8 120617 - Parkwav Volvo
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) has
accepted the Transfer Application and $505.00 fee for the subject project on August 22, 2018. The project has been
assigned to Linda Lewis and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
D,O.EQ­/P_' i
S Ubject to the
No77l1 r'Cir"oiYr,,'3 Pubf f.:' Rer.'':7dC:'.' t_.,_, ''t:'.;' t= cks,r: nosed to M'ird parties.

Application Completeness Review Checklist
Pro,lect Name: ���_,�_ � �•� ,- � ] [ � � µ+� Date Delivered to WIRO: _11 -� � {
BIMS Received/Accepted Date: , Z 2- ;;Liv /�
rrojeci County/Location: *BIMS Acknowledged Date:
Paperwork Emailed Engineer om
®`.>upplement(s) (i original per BMP)
DO&M with correct /origina I signatures (1 origmai per BMP except LS/VF5 and swales)
[`Application with correct/original signatures ElEmaii Address: Design Engineer
Corp or LLC: Sig. Auth. per SoS or Signature Authoriratron letter or retiart Email Address Property Owner
�505 (within 6mo) Checkfi±(S): ! j" `f ONo Fee d
Soils Report: W1SHWT or General Report ElErnail Address: Lessee
�Caicu±atlons (signea{seaied) 13.aP_&s,�',��1f ®Lease Agreement
FiC�eed Restrictions, if subdivided: Email Address: Purchaser
M"`Signed & Nmarized Temp°ate FINirchase Agreement
®t:orrect Tempiate (Comm/Rc?s & I-l[�/i-DI or Dec. Covenants & Rest. FlEmaii Address: Developer
OFtecorded Covenants FiEm:36 Address: FICA Representative
®Recorded Plats F150%or more Lots Sold List
ro)ect Narrative
FIUSGS Map
Plans
®: Sets ®1Netlands: Delineated or, No Wetlands
Vicinity Map nProject Boundaries
Legend Layout (proposed BUA dimensions)
F1DA Maps Details (roads. cul-de-sacs, curbs. sidewalks. BMPs. Buildings, etc)
Existing Conditions Landscape Plan
Grading OPE Seal
REVIEWER NAME: NOTES TO REVIEWER:
*Enter BIMS Acknowledged Date on this Sheet
z'*FOR NEW Projects -Enter New Permit # on
Supplements & Deed Restiction Templates.
Sri r �.�' z� _ }.� N � - e
IA
G:WQ\\\Reference Libra ry\Procedures\Checklists\Completeness Review Checklis;_2018 03 13

TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
August 7, 2018
NCDEQ
Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Parkway Volvo
Permit No. SW8120617
TE 17069
Dear Kelly:
A44 a
We are requesting a transfer of ownership and modification of existing off -site stormwater
permit SW8 120617 (formerly Friendzy'z). Enclosed please find the following items for review:
• 2 sets of plans
• (2) $505 checks
• Permit transfer application
• Documentation of corporate dissolution
• Engineer's Certification
• Stormwater application — one original and one copy
• Off -Site System Supplement
• Calculations
• Narrative
• USGS map
• Secretary of State info
• Copy of the Deed
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
ECEIVE �
AUG 2 2 2018
BY.— —
PGT:dcb
Enc.

18.54
WILMINGTON AUTO GROUP PROPERTIES LLC
5920 MARKET STREET
WILMINGTON, NC 28405
910-392-4888 11-11/531
DATE
PAY
TO TI1E n j
ORDER OF f V �irX I 5V • [J1.1
VJI LI I O /�O DOLLARS
First Citizens
Bank
Q� � � _ � 'vwvrmm
FOR • 1tCJ S4rXm 11K BVYHA hnar g
t

0 LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: WILMINGTON AUTO GROUP PROPERTIES, LLC
SECRETARY OF STATE ID NUMBER: 0459798 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: LATHAM, DONALD R
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
5920 Market Street
Filing Office Use Only
E-Filed Annual Report
0459798
CA201710701791
4/17/201711:24
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
5920 Market Street
Wilmington, NC 28405-3616 New Hanover County Wilmington, NC 28405-3616
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
Changes
2. PRINCIPAL OFFICE PHONE NUMBER: (9101392-4886 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
5920 Market Street
Wilmington, NC 28405-3616
5. PRINCIPAL OFFICE MAILING ADDRESS
5920 Market Street
Wilmington, NC 28405-3616
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Donald R. Latham
NAME: MACIE C LATHAM NAME:
TITLE: Manager TITLE: Member
ADDRESS:
5920 Market Street
ADDRESS:
5920 MARKET STREET
Wilmington, NC 28405 WILMINGTON, NC 28405
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
Donald R. Latham
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
Donald R. Latham
Print or Type Name of Company Official
4/17/2017
DATE
Manager ._ i "
Print or Type The Title of the Company Official a y
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525 ^_�--

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a� l023030929����IM�
FOR REGISTRATION REGISTER OF DEEDS
TAMMY THEUSCH BEASLEY
^nW^HANOVER M1OU.TY,'NC
«is AUG 23 0.05.1 l PM
BK:5764 PG:1208-1213 FEE:$26.00
NC REV STAMP T 1656 , 00
I NSRUEN112013030929
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $1,656.00
Parcel ID#: R05010-001-003-000
This deed was prepared by: Kirsten E. Foyles, Esq., 340 Commerce Ave., 17B, Southern Pines, NC 28387
Mail after recording to: NO OPINION ON ITLE RE UESTED OR GIVEN
r+es
oouWs ac�u�n�s LA" odPF,crvFs, ,-,LLo
THIS DEED made this2Q� day of August, 2013, by and between 215 Rye Drte
aft 101
GRANTOR: ]FIRST TROY SPE, LLC Wb*GWM WC 26403
A North Carolina Limited Liability Company ,
340 Commerce Ave., Ste. 17B, Southern Pines, NC 28387
And
GRANTEE: WILMINGTON AUTO GROUP PROPERTIES, LLC
A North Carolina Limited Liability Company
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.
Vv iiv'ESSE T Ii, 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 or parcel of land situated in New Hanover County, North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT "A"
This is the same property described in a Deed of Trust executed by Gulfstream Foods of North Carolina, Inc. The
Deed of Trust was foreclosed (see 13-SP-174), New Hanover County Clerk of Court.
The property hereinabove described was acquired by Grantor in instruments recorded in: Book 5735, Page 196,
New Hanover County Registry.
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
AUG 2 2 20%

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 has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful cleim,. ofsll persons claiming by, under of
through Grantor, except for the exceptions hereinafter stated.
I. Easements, Rights of Way, Restrictions and Encumbrances of record.
Pursuant to Article VI Sec. 6.1(a) of the Operating Agreement of First Troy SPE, LLC dated November 16,
2009, the management and control of the business and affairs of said LLC is vested in its' Board of Directors, each
member of whom constitutes a manager of the LLC. Pursuant to Article VI Sea 6.12 (a), the Board of Directors
may, from time to time, designate and/or employ one or more individuals to be officers of the Company. ..,the
officers of the Company shall have the authority to pursue the business and purpose of the Company, including
without limitation the authority to (i) acquire and retain for any period of time, any real or personal property, or
interest in such property; (ii) sell, exchange, quitclaim, convert, partition, grant an option on, abandon or
otherwise dispose of all or any part of any real or personal property or any interest in such property;... By
Resolution dated June 26, 2013, the signing officer herein was authorized and empowered to execute instruments on
behalf of the LLC and such power remains in full force and effect as of the date hereof.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed in its company name by its duly
authorized Vice President the day and year first above written.
FIRST T Y SPE, LLC
B (SEAL)
TEN E. FOYLES, Vice President
NUKIE CAROLINA, CHATHAM COUNTY:
I, Am R. Armstrong, a Notary Public of the County and State aforesaid do hereby certify that IORSTEN E.
FOYLES. Vice President. for FIRST TROY SPE, LLC, a North Carolina Limited Liability Company, personally
appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed being authorized to do so on behalf of the company.
Witness my hand and official stamp or seal, this day of ugu 2013.
My commission expires: July 4. 2015
SEAL Notary Ific
[0- MY' R.ARM--STRONG
Notary Public, North Carolina
� Chatham �County
o
i'1� I.wi A IIIII.b
M.

EXHIBIT "A"
BEi MNING at an old concrete meet m the son dmiy right
of -way line of U.S Highway N'o.17 (100 fm ng>et-of-mv), ciao
known as Mad* Sumt Said begloamg monuniat being the
northwesterly comer of a tract deeded to C 0 Bellamy and wife,
Botha Bellamy by deal recorded m Book 425 at Pap 91 of the
New Hanauer ReIPstcy. Said bPmiug Mamonent bang kmted
161032 foci from the c nterl ne of a ommatt a culvert under said
U S Hwy No.17, accommodating the wags of Five Mile
Breach, as messured along said scudmiy right-of-way line
Rummg thence from sad begin mn mou mmmt
1 North 6$ degresa 37 minutes 15 seconds Fast 199.73 feet wah
the soadmly rigbW--way here of said U S Highway No 17 to a
pom4 therm
2. South 21 degrees 2S win00 wwands East 759.33 feet with
the easterly live of sand Bellamy tract to a new iron pipe at the
vpcthLerly corner of a tract deeded to Joseph Taylor by C 0
Bellamy described m a deed recorded in Boole 1310 at page 43S, of
the New Hanover County Registry; therm
3 South 68 degrees 30 mamas 23 seconds West 199 94 feet with
the northerly line of said Taylor but to a point in the wasterly line
of said tract deed to C.O. Bellamy by deed recorded in Book 425 at
page 91, of said Raosq. Lem said pomt long the nortlwestMy
corner of said Taylor tract; thence
4 Nm* 21 degrees 24 minutes 03 see ds West 759 72 hest with
the vmderly live of said Bellamy aact to dw point of begmuing
The above described tract contains 3 48 acres. The same being all
of that tracx deeded to Doha 13edamyr et ux liy C O, %away, et tv
et a1 by deed reco mlad m Book 722 at page 212, all of that tract
deed to John BeUamy by deed recorded in Book 1088 at page 357,
all of that tract deeded to Jason Charles Millhouse, Jr, and wife,
Juemts B Hillhouse by C.0 Bellmy and wife, Baths Bellamy
by deed reom4ed m Hook 813 at gage 150, all of that tract deeded
to Jason Charles Miller Jr, and Juanita B. Millhovse by Jaw
Bellmny and wife, Louise Bellamy by deed recorded to Book 1088
at Page 354, and all of that tract deeded to Jdm N. Bellamy and
Jusnita B. lN[zlffiousa by Lou Bertha A. Bellamy by deed reaw ded
m Book 1912 at pane 38$, all recorded m the Fwpster of Doeds of
New Hanover County.
SUBJECT, HOWEVER, to an access easement m, to, over and
through a tract described w follows.
I
t
All 22""

EXHIBIT "�A" (cont)
BE4i1 M(3 at an old concrete nu=xneot m the xmdmiy right-
of-way Dive of U.S. lhghwzy No. 17 (100 foot ngbt-of-wayy). also
kwvn as Mmkd Street Said bep=ng u=umat bei q the
1hweaterly wanes of a tract deeded to CO Bellamy and wife,
Bertha Bellamy by dead recorded in Boole 425 at page 91 of the
Now Hanover County Registry Swd begnumg mommu nt being
located 1610 32 feat fican the c e atalinc, of a ooucre�e culvert under
said U.S. Ifghway No 17, accemn- P 1- ing the waters of Five Mile
Branch, as measured along said southerly rat -of -way line
Rm=g thence fi+om said begi uift monumeut-
1. North 68 degrees 37 mimaes 15 second Fast 10 00 feet to a
point, thence
2 South 21 degrees 24 mmutes 03 seconds East 344 00 feet to a
Fount, thence
3 North 68 degrees 35 mmutes 00 wads Last 2.00 feet to a
point, thence
4 South 21 degrees 24 minutes 03 seconds East 415.72 feet to a
point m the sourly hm of the above described 3 48 acre
thence
5 South 68 degrees 30 minutes 23 seconds Nest 12 00 feet to a
point at the southwesterly corner of the above desesr'bed 3.48 am
tract, thence
6 North 21 &Wm 24 minutes 03 seconds West 759.72 feet with
the westerly Imo of the above desenbed 3.49 acre to the pui nt
ofba0ming
SUBJECT, HOWEVER, to a 10 foot wide utility easement to the
New Hanover Water and Sewer District downbed an a deed
recorded w Boole 1565 at page 26 of sand Regis"
The northerly hme of said 10 foot wide uWity easement being the
southerly n&-of-way line of said U S Highway No. 17, the
easterly line of acid utility essemaat being for easterly lane of the
above described 3.48 acre tract, the southerly lime of said eamtuW
bmng a line 10.00 fret sortthwardly of the soar right -of --way
line of seal U S. Highway No 17, when measured at ngh t angles
AUG 2 2 2Ut�
0Y:

to sand righoof-way lme sad the meowly bw Otand easexacat
bomg do weduly One of the above described 3.48 me tact.
T"dbjerwith A addlftaW dgb rnt, and mkmaosofei=OW
conveyed ad dumbed is the Dad of T=d recoded m Hook
4059. at Pagc $91 in ftoffioo offthe tester ofDeods ofNeer
Namwer County
Thug is a pardon of the property dend'bed m the Deed of Trust
reootded in Book 4059, at Pop 891 m the office of am Regidw of
Dead& of New Hswya Camly
This being substantially the same property as the tract described below:
The following description is Included for the purpose of adding It to the chain of title, and no warranties
Of title herein are conveyed to the following description.
Being all of Tract 2, (containing approximately 3A8 +/- acres) as shown on the
reap prepared by Michael N. Underwood and Associates, PA for Gulf, Worsley,
and Cowper Division as recorded In Map Book S6 at Page 16o of the New
Hanover County Registry, reference to which is hereby made for a more
particular description.
Subject to and together with the Declarations of Easements, Covenants and
Conditions for Carmar Park, as said Edsements, Covenants and Conditions are
described therein, and which have been record in Book 5596, Page 1143 of the
New Hanover County Registry.
i
AUG 2 2 2018
BY:

\$LjsjjjVV
TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
*##*##**#****R*#i#R*#iRR*R**###*R##!*#R*###*f!'#R###G•�4'wR####*##irR*#Ri#R#R*##R###R#*#####*RR##R###R#R*R**R##R#R#R#*R#R#####
Filed For Registration:
Book:
Document No.:
NC REAL ESTATE EXCISE TAX:
Recorder:
08123/2013 03:05:17 PM
RE 5764 Page: 1208-1213
2013030929
6 PGS $26.00
$1,656.00
CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2013030929*
MEicEpti,
AUG 2 2 2018
2013030929

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
Judi Edelman
Friendzy'z, LLC (1254545)
713 Hunting Ridge Road
Wilmington, NC 28412
a w pEPAR
W �,AY ZQ IT3 a`
VVV _ State of North Carolina
F Department of the Secretary of State
CERTIFICATE OF ADMINISTRATIVE DISSOLUTION
I, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
Friendzy'z, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57D-6-06
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under N.C.G.S. Section 57D-6-06 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57D-6-06.
This the 4th day of March, 2014
Elaine F. Marshall
Secretary of State
Document Id: C201406313149
11111111111111111
AUG' 2 2 2018

STATE OF NORTH CAROLINA
Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION
TIME/DATE 'L 1
NAME 9f a /'Gri-
REPRESENTING'
Guidelines for Access: The staff of Wihington Regional Office is dedicated to making public records in our
custody readily available to the public for review and copying. We also have the responsibility to the public to
safeguard these records and to carry out our day-to-day program obligations. Please read carefully the following
guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in advance to
schedule an appointment to review the files. Appointments will be scheduled between 9:00am and
3:00pm• Viewing time ends at 4:45pm. Anyone arriving without an appointment may view the
files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you may review
at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per
copy is .05 cents for copies. Payment may be made by check, money order, or cash at the
reception desk. Copies totaling $5.00 or more can also be invoiced for your convenience
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from the
office. To remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor
for which you can be fined up to $500.00. No briefcases, large totes, etc. are permitted in the file
review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
FACILITY NAME COUNTY
z 06
2.
3.
4.
5. '
46KA,4, :00
j , ' /_ 67,/-m 6m
Signature and Name of Firm/Business Date Time In Time Out
Please attach a business card to this form
Vw F41�, -
COPIES MADE PAID INVOICE

STORM MANHOLE
RIM: 39.85'
INV 15»RCP (E): 36.49'
N/F
INV 15"RCP (S): 36.43'
SPS REAL
INV 15-RCP (N): 36.42'
ESTATE LLC
ONE:
RB-F
EGIOltAL
DROP INLET-
BUEINESS
T
P
RATE: 38.96'
SE:
IN 1
"R{
(S):
5.95'
R
TAIL
IN f
"RCP (E):
5.$6'
U TO
IN I TRCi (W): 5 69'
I
I I
I
DROP
INLET
�9.18'
10PI
ATE:
It I I
(W): 35.61'
I
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a
I
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ORM
I
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q
BOX
ITO:J
3.01'
IN
15"RC (S
:
51'
IN
15"R
(E
:
.45'
IN
24 RC (
.41'
##
III
I
I
DROP INLET
I TOP
WE, 16' -
IIN
I
`RCP: �i.71"
f
I
I
ONCRq BLO(
RETAINIPiG WAI
I
E STING
OT ENTER
j
EXISTING
�
C
✓f
�
4ASE NOTE: ALL
EXISTING ASP
ALT
AISE4
CONCR TE ISLE
AND CURBIN
IVED
TO
a
BE REM
I
III
I
�
\ EX1T.
I I
PTRIPITG
III
#I
I I
DnC;P
iNLE
[ `
P GRA 38.7
I INI/ "RCP
I 1
f
( 34.9
For each open utility cut
of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
acceptance.
} PER M.B. 56, PG: 160}�
N jF I I f N/F 17.33' } N% REVISIONS
I VANGUARD VENTURES LLC
CARDINAL DR TRADE CTR COA INC -
I ZONE: RB-REGIONAL BUSINESS } }' PARKING EASEMENT IN FAVOR CARDINAL � DR TRADE CTR COA INC
CURB INLET' ZONE: RB--REGIONAL BUSINESS OF 118-101 7HRU 118-106 u� � 1 ��fe Description By
USE: RETAIL AUTO ZONE: RB-REGIONAL BUSINESS � s
TOP GRATE: 39.50' } USE: CONDOMINIUM COMMON AREA PER M.B. 56, PG: 160
} USE CONDOMINIUM COMMON AREA
I INV 6'CPP (E): 37,61' "� } I
I INV 15 RCP (S): 36.65'
I DROP INLET DROP INLET INV 15"RCP (N): 36.49'
SITE
} PPROAO�;.Ge_ATI0W' TOP GRATE: 36.86'
15' SOUTHERN BELL UTILITY EASEMENT OF EXIS1V firp:5-9.56' INV } 8-RCP (N)'i 37.38' } } } PER M.B. 56, PG: 160 INV 8 RCP (S).i 37.26' } I x
I
} PPROX. LOCATION I I'
FS
# I ! # } OF EXIST. 8" WATER DUMPSTER SHED } I I } u
A
CARQUEST AUTO PARTS
a6� } BUILDING
INV 15" 36.14' _ _ _ _ _ - _ ya g I a�
t 0 K °e' •�° I} } oA �� I } i i ; [ ` ti -INV 18"ftCP: 3$.13'
2y } to
I RI AP ° ®moo -'� ! \ II }`,p` tI I� '-� ��io _. _ ° A°°_. -� .-� - � ty^� TOP OF SLOPE n^`'
- _
5 - S 25'i1'41" E 307.40' = .v.. ,EIP^ -. •-�� � " � -•._. _._ _... u_. __. -- -4? .__ __..... s5"Pilti��_ �'. - --a b ----- f .,�
}
..« '�: .fd.'+:..wf... .m.. �. 'k... S 25'ii 49 E_ 450.36 u-_ y! �, y yg
(n I ^f6 sA np } 0 3 - ® - ' - _ - �' ".. ®" `--ti� �f. i„e L ? EIP
_ "O1T0M of ,,,� � � f� _ _ �- - _ -� _ _ -- A LOCATION l�T m '
} - _ _
Ao• e A'• - ....• s SLOPE � •,,. `� / ..-- __ - .�------.-_ --•�2,. ••... ,....,,
~---._ �1� i�;1Pl�'- t`IT$
II Ap• n ^� °• �" y---
- soti' ,o ' ✓ i i4 #rAPL�_ #�1AP�E Ct_LSTcR 'I 1�»i.'i .E;. -_ �. �=- n°=6e=�=_ Y _ _
YfPt #s,IC, E
yn.a• es�f `a
O,
r3"PINE
STORM 16"PINEGRAVEL MANHOL�' i12 PINE:%y
RIM: 40,71' 12"PINE 2 P1N# INE 12INV 18"RCP (S): 60'
..57' 17"PINE 13"P#Nr
INV 24 RCP (W): 3617P
IN
h } } , ° p• INV 12"RCP (E): 36.52'AIF . i A ✓ »
19"PIN 16' PINE ( ®� s' 12 R:NE r °
15"PINE / t ~ _ 43 _ 1
r` h°. __ n.•. n ,cA '• 0 n° 1r ®' °6 I y°A ,i b i
{��f 12 OAK OAK €t,o3 _( 10 aA
I- __ _ - - --
I n o X 13"PINE ! 112»0
Ap• --I !� 12"PINE f
I 3 4 WV } l °A°2 12"I?#NI:.` -
I II B0 }
12
_ _ f 12"PINE % » = F
a PINE 12"PINE % h
--" R INLET •.�' 1" o� / A°y y3,�,�y
II
° 02 c rl;at
��• } ? TOP TEX39. 13'P#N£
} }I a> INV 15"R (11 36.42' / °� �' J r PI .
I C I tT A° INV 24" CP {E): 36.36' ` °n� t �' �J - t { 13 .NE . ,f 15"PiIE o0
_ - r' } 12"P'N
11 "PINE
} I I N 3 »A 3 r1f INV 3 RCP (�: 36.12 UNABLE TO LOCAT�n°9 /- - '�' !r f':' Ao,
_ �- , ogg�
I I}-,"'�I jj} � C t �QEND OF PIPE � , � ✓ �A� !� N,F
1
IN A / a`/ n� 17"PINE f Ati° 14YPINE 1 TAYLOR ALEAN LIFE ESTATE
} z I G RKWAY R { 3 8 I P h° ^� ` ,4` ° t 13"r'#NE `
,- � ��- ZONE: RB-REGIONAL BUSINESS
II IN 5 P I / -' �` :� USE: FAMILY RESIDENTIAL
6. Ap' � ti
v� I II { } )' } 14"PINE " °9' / , p ! ®h�" r I 1 �r tC•-i
I N
} A ti ✓ 1
yq 11 O o Ao f ,? 12"PINE ep ®�0 �}
( II � � � } ~ { tp° /f� . ,� n°• ' »A 3 . 7 0 GR ?}. � n °2 "^, .. �__.., -' ®h�� ``� �.�q E"""�
F__f t�^t
16"PINE •... /
15"PINE n1?
� } �j}} T 8 �' no• ; i 14"PINE
„�c�`ti � !I » 7° `. p� ? A � °R� ,�' fin'`• h,6
-
vi°' GRAVE a _ P P 1 App 13"PIN
l �y3 - - -o Ae- _ - o - - -n°' ° - n a _ _ _ _ 14"PINE
-_
4 - - -----
6 OAK £�-? oA " _ _ _ - - - _
III I p , ? ° CF1 0 {l #�E#`, 3f50 r^ 0 dt� ti� _ -----_..._--...-__---_.....- - -
Y
_
SS Ap SS ® SS SS cAy Apt ° -- 09®
ss ss L(i I a� +ws f Y o '-_V.YiOs MNIs ells OONIN. :fQ i/Y�IO YIY ® Y Yam. Ti
1
Poo
N 25'} 0 50 652. -
Y ..._ _... - - 1 - _._. -.... _ ....... 1.T �ae>n- N f ff ; -Otli kk��,,�_,
�` . EIP D
-' GTA LDRIV� -_�__ �'� -- _-__ ____ - ----_ _ _ __ _ _ -- --- _
-®�°'1 n a� a� a o -~ o - ~- - - --�->- - _ _ _ E3P n°' ® N 25"13 0$ W 105.12_ _ -
_-
-
-
°l _ 10' C s - - - - _ _ - _
,�9�� •....�•._ �~-: �.._ �� � ACCESS EASEMENT 6 t ^� `" � n �...- Ap. y ~- -•^,.
PER M.B. 56f P.G i60. uA A y - ^� - p SD °SQ Ap. °Ao np. �p
SD --e - SD SD SD SQ `"Sp 12' ESS EASEMENT ®�' en 0
\\
PER. 56, PG: 160 5D D
g --• - Ap "'_ A A1� Ap. Ao OP� .�.Ap Q.J A , r- y '^ -•-• ..- h-.-.....-. '..�pp._ _
CURB INLET -- � CID
'" ' CURB INLET - - -
---_..,_.._�.--- -..___ -_ _ _� � �' INV 15"RCP: 37.13' i TOP GRATE: 39.37
PER M.B. 56, PG: 160
APPROX. LOCATION '" `�
I I _ - --' l INV 15"RCP (N): 36.57'_ -- f r
OF EXIST. 8" SS _ z .
_ -- rJ INV 15"RCP (S): 36,35'
I IIIII! �
pRRtNAGti--'lfVASp160
??1>ER , _LLC .,t
» E5�, MITNELL FAM
ZONE: RB-REGIONAL BUSINESS -CARMAR PARK ASSOCATION
(HOA)
USE: RETAIL AUTO
ZONE. RB-REGIONAL BUSINESS
USE: RETAIL AUTO
F Yam• rr.. .... i
/ -
I i o
- C
- .0 2
SITE INVENTORY NOTES:a
1. PREPARER OF THE PLAN: TRIPP ENGINEERING, P.C.
2. APPLICANT NAME: PARKWAY VOLVOCD
a M
' 3. SITE ADDRESS OF THE DEVELOPMENT: 5820 MARKET ST•
LO LoQ
4. PROPERTY OWNER: WILMINGTON AUTO GROUP PROPERTIES, LLC Ce)
rQ0 Cog
5. DEVELOPER: :PARKWAY VOLVO
gF
0 0 ®Z0
6. PROPERTY BOUNDARY: SEE PLAN
tl1 4-a v--i
d1�z°
TAx PARCEL INFORMATION: R05010-001-003-000 _
7. PROPERTY ZONING: RB---REGIONAL BUSINESS
• �z
{ a N-
$. ADJACENT PROPERTY OWNER INFORMATION: SEE PLAN
ttS u
9. VICINITY MAP: SEE PLAN
E 10. TOPOGRAPHY: SEE PLAN
11. 100-YEAR FLOOD BOUNDARY: N/A
12. EXISTING DITCHES, CREEKS AND STREAMS: SEE PLAN
13. SOIL: Se; SEAGATE FINE SAND ``l�t�t#tlrlll��
Approved Construction Plan
Name Date
�Plannin
Traffic
Fire
I 14. CAMA AEC: N/A
v
J
`� �sst • `�
15. CAMA LAND CI-ASSIFICATION: URBAN
i
PROPERTY BOUNDARY
I
S E A L
16. CONSERVATION RESOURCES: NONE
1
EXISTING TREE
-S 17374
ASSOCIATED SETBACKS; N/A
ss
EXISTING SEWER
17. HISTORIC OR ARCHAEOLOGICAL SITE: N/A
- W
EXISTING WATER
/�J`JitjGREGp��`���
18. CEMETERIES, BURIAL SITES/GROUNDS: N/A
- SD EXISTING STORM WATER
111111tt11��
c or;
19. FORESTED AREAS, HABITAT AND DOMINANT SPECIES: N/A
EXISTING SPOT ELEVATIO
DATE 08-07-18
aTARON
DESIGN PGT
20. WETLANDS: SEE PLAN
ASPHALT TO BE REMOVED
DRAWN EJW
Public Services a Engineering Division
21. PROTECTED SPECIES OR HABITAT: N/A
APPROVED STORMWATER MANAGEMENT PLAN
UM
22. EXISTING. OR PROPOSED THOROUGHFARES, BIKE ROUTES, PEDESTRIAN
-SITE
Date: Permit #_
SIDEWALKS OR TRAILS AND TRANSIT FACILITIES: SEE SITE PLAN
-_ BAR SCALE 7 -3d
Signed:
J0'
15' 0' 30' 60' soSHEET 1 OF 5
17069

� I �
� 1 [
I ! �
[ 1 �
N fF
PS RE+L I 1,
ESTATE ILC
ZONE: 1
B REGIOAL
USINE S
USE 1
RETAIL) I I
AUTOS 1 I
cn
f
� � I
i
I
� 1 1
I � �
� 1
I
I � �
CO CRETE BLOCK
ftTAININ WALL
X1 TING aCT401 NTER'
% 0 / EXIST
I G CUT
Its CONCF
j
I I
ISED f NCREf ISLAP
NCDOT
� I I
For each open utility cut
of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
acceptance.
j
I 50' ACCESS EASEMENT I, I REVISIONS
[—PER M.B. 56, PG: 160 —`j W ��
! I Date Description By
I N/F I J N/F 17:33' I N%F s�
VANGUARD VENTURES LLC CARDINAL DR TRADE CTR COA INC PARKING EASEMENT IN FAVOR CARDINAL DR TRADE CTR COA INC PgW
1 ZONE: RB-REGIONAL BUSINESS ZONE: RB--REGIONAL BUSINESS OF 118-101 THRU 118-106 -'� ZONE: RB-REGIONAL BUSINESS
USE: RETAIL AUTO o USE: CONDOMINIUM COMMON AREA PER M.B. 5s, Pc: 160 i USE: CONDOMINIUM COMMON AREA SITE
I
I � w
15' SOUTHERN BELL UTILITY EASEMENT I I I Fps
I PER M.B. 56, PG: 160 I I I aOO Ra
I
I �
FDUMPSTER SHED I II I I w
HANDICAP PARKING SAGE CARQUEST AUTO PARTS
{TYP} BUILDING Is �� 11 1 tk I PROPOSED DUMPSTER
II I I
{{ 0 CROSSWALK LOCATION
(� A �
WAY' SIGN ____ TOP OF SLOPE 3 O .L V M
RIPRAP STOP SIGN S 25't 1" € 307.40' /� „
r �.. �. �9 - .... . t, S 25'i149 E 450.16 - EIP NTS
- z - _ _ r x
EI - I 13Is ' GvEt OTTOM OF /''� 4, . - _ .
SLOPE _
TER'
SJL !�®3 GOB �7a�A®�..\�,~. .� : _ _ _ -.-•"".•_ _ 1; f Ia'E
,
I .
D -�-� a f
PIN
,
X V
s
E v _
a-
S
{ ... r_.-. ,s a .. ". : -:,_.. ... .:. : ...:,:. ...... ... ....... ... ..... _, . .. ... _........ ,,.... ... _. ..... .. ;::: ... _....... .... ......, _..
t � �
4
�
�9,°PIN
.� \ \\ { 15"PINE
t ( Q {[ an { \\ 7.0= \ ! 1tLc �';Kj / C ✓ / l?„ / l-
_t
t
IC\ GENERATOR N :..:.��>_- �--�,"} ,y�~�`��¢. ��,� �'`�'--
{ - j \� (TYP) fr tfi. t}� r`t f 1 ` ? `� J: t: 'L tJ c a a
{ { "OAK 6"OAK , 10"OA ° > '�
I s"oaK
I { t 0' I "p 13iE5.WV PARNG BICYCLE
{ K
' 1
PROPOSEED
r- s`
Y
• t
•
n
I I { PROPOSED 5' SIDEWALK BUIWING # I \ ,�g� f 1"PIN �j 3 ;� -, a� TAYLOR ALEAN LIFE
�a ♦ r�rtom.,'fr �- �`,f !>{
, !' ESTA
TE
c�aNrczla� t3 J ZONE: RB-REGIONALBUSINESS
BICYCLE PARKING USE FAMILY RESIDENTIAL PROPOSEDSPACES}
KW t
ACCSS
EASEMEN
i 1 "PIN
{ 1$.0 f 4.G' 50' ACCESS EASEMENT { i I rc ) }r� - j ` �; �` E-i
i,
PER M.B. 56, PG: 160- { j ( �
if —
{15 PIN 16 PIE
_ 3 B
i{ � { tj? '` a. \„„.r r}L,.•7 ,,,} ) .%r i„,� C...r t :�'� ..� � -•; 'L _'3�.s'���...J •-_ �.J.•-.t''
t { / ( I Lyz^• y. 1��.,, /.,.., ,/....
,.,� I _. .._� ...._ _. _.. '«../st .../ 45.../.... i..../' A.+f�'".•_'.
< F
I
{ I , G3i 3EtTILITY 'E { .�
<
------
{ t � `. _......... }.,iC�-��`_,7�.:�C,_lit'C-�,,_'�:i��.•,jC...I�Y�^'.».%���st, C� .��..i�Mi �%�;:..-.Jzx`•� `�z-'�,
.,....►- :-1"` _../"" / icf-.i""'t "s � ti w/`\�L-++9''\*`,.. .,ci.l "y...tit ""y.. j dam+,
cn
Cq
i { N•CARD11tiiAL EXT. SS 55 0' SS I SS - SS ----- 5S - SS SS SS -- -
SS_SS_
-�Y r _ EIP
_ __� _ _ _- —�-- _�--- ..._.----- — — — — — --------- —-------_ � _—_ — � _---_ _ _--- _ _ _ __ _� _ — _— ---� �--- _ _ _ N 2513'08" W 105.12'
N 25'10 50 41 652.09 4
-- — -- '-..'-- --
EIP
10' ACCESS EASEMENT N —_•L — — _ ---_ _—_ __ — _ __ _-- -- _ -- _ —_ _-- _----_ — �� —�— r— r
C y
PER M.B. 56, PG: 160 _ _ / •- _ f �- 5D SD SD SD S SD SD SD SD - SD �. 56, PG: 1605 SD - SD
-' -- cv 12' ESS EASEMENT
_ _
_ _ _— ---`� _ ___ ~�—_�,t— �Z/ _._ _......_._-o.---'""r-._�-- _ _�— � _ _ — — i:Z:X�S$ LOADING CQ
PER00
I{ �{WAM - - - - - - - - - — _.--. ._..__ — --
— -- -- — _ — _ — — — — ------•---- ---
--
50' ACCESS EASEMENT ,
{(
PER M.B. 56, PG: 160
{ 2O`x7O` SITEr—
{ DISTANCE "TRIANGLE--
1
N/F
N%F
MITCHELL FAMILY LLG CARMAR PARK ASSOCIATION (HOA)
ZONE: RB-REGIONAL BUSINESS
ZONE: RB-REGIONAL BUSINESS
USE: RETAIL AUTO USE. RETAIL AUTO
/ f
C
r0p
Approved Construction Plan
Name Date
Planning
Traffic
Fire
wup<D�
Public Services a Engineering Division
'ROVED STORMWATER MANAGEMENT PLAN
te• ....--______ Permit #-__
EXISTING ON-SffE IMPERVIOUS AREAS:
EXISTING BUILDINGS
-
EXISTING ASPHALT
48,507 SF
EXISTING CONCRETE
-
TOTAL EXISTING IMPERVIOUS AREA
48,507 SF (327.)
PROPOSED ONSITE IMPERVIOUS AREAS:
PROPOSED BUILDING
17,265 SF
PROPOSED ASPHALT
78,505 SF
PROPOSED CONCRETE
835 SF
TOTAL PROPOSED I,MPERVIO�IS AREA
96,605 SF (63.77.)
EXISTING ONSITE IMPERVIOUS: TO BE REMOVED
-48,507 SF
EXISTING IMPERVIOUS TO REMAIN
0 SF
FUTURE 412,706
SF
PROPOSED+EXISTING IMPERVIOUS
109,311 SF (72.27)
PARKING REQUIRED. (AUTOMOBILE DEALER)
17,265 SF
MAXIMUM.
MNIM 1/500 SF (17,265/500)
35
TOTAL PARKING PROVIDED. `:
239
LAMA LAND USE:
URBAN
PUBLIC WATER AND SEWERkBY CFPUA
EXISTING WATER FLOW:
0 GPD
EXISTING SEWER FLOW:
0 GPD
PROPOSED WATER FLOW:
600 GPD
PROPOSED SEWER FLOW:
500 GPD
HANDICAP SPACES REQUIRE?
PROPOSED
(1-25 SPACES= 1 HANDICAP SPACE)
5 SPACES/25=1.4
2 HANDICAP SPACES
BICYCLE PARKING REQUIRED: (35 PARKS) 10 SPACES
BICYCLE PARKING PROPOSED: 10 SPACES
Cd
0 co
r—I CD
V 1 LO 0,3
4 ( 1a
-+-� Z M cr)(6
0..4+WL}
-� e--! ♦ref
M az°
c--I • *a 4 Y(�Y U@
�'
V'
IMLEGEND
---� -- °—
PROPERTY BOUNDARY co
XEXISTING
TREE TO BE REMOVEC}r
QO
PATREE
PROTECTION
�,ttl l l r CAR "//
4 st i.�i
a I-XIE
TRUE GRID
u L
�.�
REQUIRED PARKING:
= S E A L
;
0
S 17374 Q
--- ss
SEWER
W
WATER
- SD —
STORM WATER
'�11I111%10
4{ am`
LIMITS OF DISTURBANCE:
DATE 08-07-18
X TSF
TEMPORARY SILT FENCE'
DESIGN PGT
DRAWN EJW
'._-
BAR SCALE
1 JO,

50' ACCESS EASEMENTS
REVISIONS
PER M.B. 56, PG: 160 �� o. '
I N/F Date Description By
NIF 17.33' ( N/F
--'-
I VANGUARD VENTURES LLC i CARDINAL DR TRADE CTR COA INC PARKING EASEMENT IN FAVOR CARDINAL DR TRADE CTR COI INC H
I I ZONE:` RB-REGIONAL BUSINESS I I ZONE: RB-REGIONAL BUSINESS OF 118-101 THRU 118-106
! I I ! I I I II ZONERB-REGIONAL BUSINESS
USE: RETAIL AUTO PER M.B.5s, PG: i60USE: CONDOMINIUM COMMON AREA USE:
CONDOMINIUM COMMON AREA SITE
CS
! ! ! ! ! PPROX. LOCATION I I
! I I ! I 15, SOUTHERN BELL UTILITY EASEMENT OF EXIST. 10" SS
! I I PER M.B. 56, PG: 160 I I
N/E I I I I I APPROX. LOCATION
PS REL � OF EXIST. '$" WATER �©uMPST£R SHED i 11 I
E TATE I LC { I
:rE:ZONCkRQUEST 0 PARTS 8 REGIO qAL I I ! II f BUILI;ING „ Y� Il I ► I
USINE S
USE: I I I I i J/f I 444 II 4t I \" -- _ __ TOP OF SLOPE __ I LOCATION ION MA
} I �., RI AP ®a ®.. .� S 25'i1'41" E 307.40' E� - I EIP i5 ENE ;:rf „"- _
1 RETAiLI I i I __
r.. . �. ®. ...,. t, S 25'1149 E 450, i 6 -- _1 EIP NTS
Ei 1 " 5INE cUP
_ _ T / ....... x
AUTO}] I ! I I F' I _ C -$OiTOM OF SLOPE_
�II c} I- - 16"PINE! s ¢- - -
. , • ` t S I�� ivy
D �1
! ! I I I I \ I
6F�
y 1 INE
__T "T
`TT'
PINE 6
�
� I
am
\ \�. J
15„PINE-`�
I ! I I I I o o; �� I _ 4
'OAK _
I h .., 6"OAK h 10"0A ' I �`\\ � �\ I f 4 •.�,/� � _�-••'l`��r
I I I w 8"OAK I 41- 18"P4N4.
! ! I I I I XIST. I ! I ! 1 "P !
RELOCATED FH
TAP a try
METER PROF!OSED ! ( I- r-u I,
. ,
c�
1 BACKFI_t?W RUILbING I I I( I 1 PIN _
I I I I: 10 PREVENTOR FFE: ! 4'I.0 ! 14 aw �T�rf_� N f E
19
i 1J I -, 1.Wh " - j., TAYLOR ALEAN LIFE ;ESTATE
! I I I I ZONE: RB-REGiONAI` BUSINESS
USE: FAMILY RESIDENTIAL
INECTION I I !1 'i5[C PROPOW C
N ACCSS '_lt i -` ✓�P iy t`.J l,, ti
r
! } I 1 I ! EASEMEN - - ..1
! I I( I I !!! I!I I!I �! III II I III � . `, jjj/// ..• . ':: ��c ;� . - �—--
! 11 IN
1
�
4 ^ -
��. r�-,41
a !
50' ACCESS EASEMENT
'
{PER M.B, 56, PG: 160 6"PIE
5 PN
!
J 4"P4_ �`i P-4
/
! I I ( 3 UTILITY E E I 7
I I ! 13"PI6
PEJ6, G: 160 I % is zr t cz 4 v r I
D S SD
SD D ___—& " j{ —__ — — — — — —C CRE BLOC
TAININWALL _---__—
f I ,
/ XI TING Qt L TER' N I I I 3 ` �_,_ x" ��'°
�90
! EXISTI G CUT x -- — _ _— — — — ------ - — --- --- --- �— _ _ ___ —_ — _ -- -- ---- - — _ _-- —
Ir cONCR TE — _ — — — .__.. — — — ___.. _. — — — �— — — _ _ _ — _ _
-... "N " -....
! I I I N.CARDINAL EXT. DR. i Mon.S SS - SS I SS ti- SS SS SS SS
_ -- o >. ..o. .... EIP
SS SS---- "' _ _—_ _ _ _ _ — -- —_ _ _—N 25'6-W 652.09,
— -- — — — — -- N 25'13'08" W 105.12'
! I i — _ _ �= y —---_------- --- — — — — —
I f — — GRAVE DRIVE — _ — — — — £IP E-�
_— -- — — —------------- — — -- _— __ � _
1' AC ESS EASEMENT
ISEO C�JNCREI� ISLAN
4
!! 88 _ _ SD SD SD SD SD SD SD -
I PER B. 56, PG: 160 _'. / - SID `�'S[1 12 ESS EASEMENT 0
I —�Cq
--�`\ % `� __��`�— � � --�--/fir---_..---_.._ - _ —00
f PER,. 56, Pi: 16Q S SD
1 I r
I — — — — - D
RMTI I _ _ __ ------------- ---- -- —
II —
Rai
150' ACCESS EASEMENT . "r PER M.B. 56, PG: 160
APPROX. LOCA'nON
_e SS SERVICE OF EXIST. 8" SS-
! ) TIE INTO? EXIST: 8" SS — `
DRA1NAGti iflMLRT - 1 - _NIA
NCI
4 ! \�— PLR•e. -- MITCHEIL FAMILY LLC
CARMAR PARK ASSOCIATION (HOA)
ZONE: RB-REGIONAL BUSINESS
ZONE: RB-REGIONAL BUSINESS a
USE: RETAIL AUTO . USE: RETAIL AUTO
Z co
co
EXISTING ON-srrE IMPERVIOUS AREAS:
EXISTING BUILDINGS
-
EXISTING ASPHALT
48,507 SF
EXISTING CONCRETE
-
TOTAL EXISTING IMPERVIOUS AREA
48,507 SF (327.)
PROPOSED ONSITE IMPERVIOUS AREAS:
PROPOSED BUILDING
17,265 SF
PROPOSED ASPHALT
78,505 SF
PROPOSED CONCRETE
835 SF
TOTAL PROPOSED IMPERVIOUS AREA
96,605 SF (63.7%)
EXISTING ONSiTE IMPERVIOUS' TO BE REMOVED
-48,507 SF
EXISTING IMPERVIOUS TO REMAIN
0 SF
FUTURE
12,706 SF
PROPOSED+EXISTING IMPERVIOUS
109,311 SF (72.2%)
PARKING REQUIRED: (AUTOMOBILE, DEALER)
17,265 SF
MAXIMUM: -
MINIMUM: 1/500 SF (17,265/500)
35
TOTAL PARKING PROVIDED.:
239
CAMA LAND USE:
URBAN
PUBLIC WATER AND SEWER, BY CFPUA
EXISTING WATER FLOW:
0 GPD
EXISTING SEWER FLOW:
0 GPD
PROPOSED WATER FLOW:
600 GPD
PROPOSED SEWER FLOW:
500 GPD
HANDICAP SPACES REQUIRED
PROPOSED
1-25 SPACES- #HANDICAP SPACE)
5 SPACES/25=1-4
2 HANDICAP SPACES
BICYCLE PARKING REQUIRED: (35 PARKS) 10 SPACES
BICYCLE PARKING PROPOSED: 10 SPACES
0+.�
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PROPERTY BOUNDARY
s E A L
EXISTING TREE
_ 17374 ;
-
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PROPOSED- SEWER
%<<iA Irti •" ,`.�
.�_._.�.. W a--
PROPOSED WATER
SD
STORM WATER
f�lt1lifttit����
'
TRUE GRID
DATE 08-07— 1 8
. _.
DESIGN PGT
DRAWN EJW
a . .
BAR SCALE 1 "30'
30' 15' o. 30' s0'�. SHEET 3 OF 5
17069

I
J I 50' ACCESS EASEMENTUJ
J--
J� PER M.B. 56, PG 160 ___1
0NF
I _
VANGUARD VENTURES LLC I I CARDINAL DR TRADE CTR COA INC
J ZONE: R8`- REGIONAL BUSINESS IIJI
LU
ZONE: RB-REGIONAL BUSINESS
3,
USE: RETAIL AUTO USE: CONDOMINIUM COMMON ARETOP A: . IQ
INV 6"CPP (E): 37.61'
INV 15 RCP (S): 36,65'
DROP INLET DROP INLET INV 15»RCP {N}: 36:49' MATCH EXIST. ASPHALT TOP GRATE: 39.89' TOP GRATE 38.86' z GRADE 40.5f
I T I I 15' SOUTHERN BELT: UTILITY EASEMENT INV 8°RCP: 37.56' INV 8"RCP (N): 37.38' REBUIL6/REPLACE EXIST.
I S QR IM AN 85' I PER M.B. 56, PG: 160 INV 8"RCP (S): 37.26' CURB INLET TO I
ACCOMMODATE CURB LINE GI No. 5A CI No. 5 CI No. 6
N/F I I RIM 39.8 RIM 39.5 RIM 39.5
PS RE L N 15"RCP (E): 3 .49' I CI No. 1-� MATCH EXIST. RIM AND I
E TATE �LC N 15"RCP I(s), 3 .43' I I j J RIM .5 /� DUMPSTER SHED INVER 11 I INV 37.2 INV 37.0 INV 36.85
ZONE N 15"RCP EN}. 34.42' i I I I le J
INV 31'.25 CARQUEST AUTO PARTS
B I GI O� i I, I J BUILDING
1 061 " INV 15"RCP: 36.14' _ _ .�o. y �g. I k° �� lI` 1 NV 18"RCP: 3 13'
US NE9 I I I II I 12 C1 /
k
0
0 k
t t k
5� PROP LET I \ o II o-
U E. I I ,, RIPRAP 4a - II 0 0. a
S 5't1 41 E 307.40 - .. I - - fIP"�...__
�L
I
17.33' I
PARKING EASEMENT IN FAVOR
OF 118-101 THRU 118-106
PER M.B. 56, PG: 160 I
I
I
I
I ,
I
I
CINo. 9 I
RIM 39.5 I
INV 37.0 I
TOP OF SLOPE
3 C�
I
4.
h rS k0
O
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+w`
I OP I ET �gti 3 � t k � ,�Q . / )V� ®
INV15"RCP {w}: 36.92' P �TE: 16' '� 3 }1TILJTY
CP.. 7T 3 PE I P . C_ C �y _C_.' �,.� L t -, �•_...,r._ tr- <�.:i-ti✓t,�..t.. �...{ � �i t..,�f._t,,a ��.._-�- � ��,_.,_�<!
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R€TAININ� VYAL ..-.�+45}•8 � - � -- - �-✓ �•-✓ v?-- `i � -'•., •-,,. ,r�`�._ �; �- �1
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I � O Off® O oF4 77.
IN - -` _ E,
qG OT NTER' N �� Boa \ -ko? -- j
iJ 1 I .--®•-- u7 o O
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CON TE t , T _ - - _ _. _ 4 _ _ -
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sr�-�.. .... .w. ....te...-.� ..t. wo
i 1 I I I _ -- _ Ifi^s -- S5 -_ s - -_ _ _ _ --- ---- --- ---- _ __ -
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{ `" N 25'i050 652_09' c� ,o-_ � - �_ - - - - _ •� � � •••• ••••• •® EIP ko�'� N 25'!3'08" W t05.12'
-}� C> E-4
l No. 4 a� GRAVEL DRIVE -- -- �....--_ --.:-_:-.__-_ � -- -- _ -" --_-_ -_ --
ISE NCR ISLA II 10' ACCESS EASEMENT cv f "' _ - - -
E ya F� l ^� 06 RIM 39.5 ti - SD SD _ c, 12' ESS EASEMENT oo �k
I I .s ^��' k°' Y\\ PER M.B. 5fi, PG: 16Q �a i ho _ - ka og � SD -- �' SD SD SD SD SID
56, PG: 160 SD SD
I I _ _ _ - _ h - _ 36 20 - k -_ _ P 3
- - -- - - ---- - ----------------__-- --- --- - -
NMTI III 3 15 IGo
'' -co oy ak - - �- - - - -
I 5 I I �o. I CURB INLET APPROXIMATE LOCATION Of EXIST 30" STORMDRAI 8.86'_ - ' 0 C1 No. 11
I3fi. - ---
50' ACCESS EASEMENT
I ' { { INVTOP CRATE: 3713' TOP BGRATE. 39.37' -- �. P-4
�..- PER M.S. 56, PG: 16Q
INV 15"RCP: 37a3' _.-- r l .-•
\\\ 1 39. % f,` r �- `_ -- INV 15"RCP (N): 36.57'_. -- - INV 36.70 \
t ..
1 11 136 3 I I l _ f 1 _ INV 15'RCP (S): 36,35' EXIST.- SDMH C1 No.B CRIIuI 39.5
EA
TIE I O T �' - R P I 11 - o FIELD VERIFY LOCATION RIM 39.8
3 I - _ -- INV 36.6
"" EAS��E�� l�
t I I I I I ► _ y - - 5 PR�vAj� �R �Apc: NSF D 4N 0 INVERT MATCH EXISTING 30" RCP N E
�\� pER ri~ B MiTCHELL FAMILY LLC CARMAR PARK ASSOCIATION (HOA)
INV 35.75 EXIST, SDMH
I I I ZONE: RB-REGIONAL BUSINESS
ZONE RB-REGIONAL BUSINESS
USE: RETAIL AUTO FIELD VERIFY LOCATION
_ AND INVERT USE: RETAIL AUTO
I I I I 0 LIP INL T) 11 f ...,.• --' ,
I
i i T GR 38:7 � �
I T I N CP O34.9 I I ! '' RIM 41.0f
j u:r o
r r ` INV 35.35
N 0
REVISIONS
N%F' 51 0. Date Description By
CARDINAL DR TRADE CTR COA INC
ZONE: RB-REGIONAL BUSINESS
USE: CONDOMINIUM COMMON AREA SITE
a
LOCATION MAP
RE AILI T P R TE: 96 -.+ -tom :.�-t.,.,...-.. -m I ko .... s_ .,w_ .. ._.. _. ... WW
7//7
ti. EIP NIS
_ __ ______________ .. r.� . � r, S 25'1149 E 450.16 "�"�°'-.- ti. �,� � ^� �N 1 "RC {S}: 95' EI r ko ! o. O- --- _}f--
A TO � --- ---- _ ..,.� - �...-- ,,r-�`' of s OPE--•/r- ' - r- .:. "42---
N 1 CP C . 86 `5 (, ._ ... _ �. _, . _ <•x ...,,.._ , . , _,.�. k .�.• _ �
O� _ ... . ,.ra_....2...„ _, ,r_: „5.:_- ,,_. .•s.. a._. '...,.,, _,._ .. ..... v _.,-,r„.r .c :.v, _ 1: ..o,-�.: �...n •• -. I i ,. ' 'i _>' i m--8"r` tix. -
' I - � - ...•.....x ....._,...._.._. 3S,e v..u.., ..-v ..... .--..«.1 ,* ........ .. ... ._xvxc,••u_ .:::lf-:v..•x-::::..�., �v:.<n.>..� � "s _�� ".___.. � .. _.. ^^ � t., 1., rN \.
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I III 1337 55 I h I � I ko., O�\\\oV a I NV 2RCP 36... - :...... ..:1T... I .... .__., __ _.,.__............. __ _._.._:.x_ r.......,..,..........__..,.., .., ...,......._..._....._. ..,,., ...........-._.-....__......._.s... _..._,,__.....•. ._.....,........_. .__.._. ....._»....,.__ _..,_,..,..__...,......_._„__,._ 1j�� v+► ` `�• 1 »PIN J ;
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( I DROP11 LET I �ko o �o k. �, y.39.5
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i I I I •o k I a ., Y'
® \ I RIM 39 5 �
.. •. I ®O o'h Cis k0� $' _"`•• .._..........: :...._ _::.k�• Mti - •� k t f, 'S N 36.85. - aC_:7+,....? J .. t,�„`t< `5 �..�+< l„J ? '4_.,? e..-,..• i s � :;-D.,y ,'x'�,--� '.'.. kti,
I TOPI lIATE..18 I I \�°" I ` e / ✓, G 9 / f� C_�. �1 N . �.I421
o�,� OAK , to OA I e c'i 0
Pi (W): 3:61' I I ®ko _ 6"OAK
E a 8"QAK t r.
I 1 PI ( }:ii.24' I ° �k°' I pk 41YEl'1 $E I k '� is F
I r � ...•�v S d. 1 � •{n»r
i .I 1tI k� 0 . n 'I X { ,
! I I I I I I
1 � 1
I CURB INLET �? �
I I ( I �^`�'•` Q TOP GRATE. 39.66' I 17I V� ya ✓ ;r i- - i za
�g I PROPOSED INV 15"RCP (N): 36.42' J I VA f I ® �' , 1 f i3°I,E ✓_
t 0
d I 1 I F I ,' B ING 2 7 EEC - :�,r� ts, a' N/F'
INV 4" I ® RCP E : 36.36' 1 "PIN � �,.�
I (} I ! !4 o 3 o �-4
•f 0 k f
CURB INLET .�
��,� � .� �,. .- TAYLOR ALEAN LIFE ESTATE
I - FFE: 41,0 INV 3Q RCP {w}: 3s.12' I I CATE�ko• -_ _ �- r , , . _
�{},r c _. > ZONE: RB-REGIONAL I_ 3 TOP 39.5i' $5 I ( i UNABLE Tr) b CI NoJ -
I I I J INV 15 'RCP S : 36.95 RB INLET I END OF PIP C'S _. _ �. J t ' _. > 6€ ONAL BUSINESS
..� � rx�;�-� '� �:�_✓-� �,.. . - �' r.. � :" --•-' ��-.✓�`�'-�`- � . , 1n��� USE: FAMILY RESIDENTIAL
() 1 RIM 9.8 h�,1 0 1 __�, ✓ r
Rt1POSED k, ,_:
; • T P GRATE: 39.67' CONVERT EXIST. CURB INLET � � J
f z w r. e_ t.
Itw 15°RCP S 36.88' ? I 'ti INV 6.70 �`_ ,.fir} ti z . ?�'a �,
I QRM c IOI� BbX I I I J TO SDMH RIM - ,-' �: � . ��...
I a0 N 15"RCP {N): 36.87' ti `� ��r
MATCH ALL INVERTS 1CGESS i 1
15" s: 1' I I I I 1 k° I I EASFMEId
i 15" J I 5' II I
,a I II I I o f Lla
i
PE
CURBINLET CURB INLET
(
lop
I 2 �y 50' ACCESS£ASEdENT5g TO
I
*vh,6, PG: 160 : .' TOP GRATE: I
I
"l7 ,
INV 15 RCP S : 6.57 1 " 15
I I .. ..L WV
{) ':Q INV 5 RCP (N�; 36. I i
I , a TOP ATE: 38.794D.0 ssav ce Ok , t
36 97'k 1 ka ( I ko9 f
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For each open utility cut
Of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
.acceptance.
Approved Construction Plan
f asne Date
Planning
Traffic
Fire
CITY OF
SITE DATA: CONVD)
EXISTING ON -SITE IMPERVIOUS AREAS:
EXISTING BUILDINGS
EXISTING ASPHALT
48,507 SF
EXISTING CONCRETE
-
TOTAL EXISTING IMPERVIOUS AREA
48,507 SF (32%)
PROPOSED ONSITE IMPERVIOUS AREAS:
PROPOSED BUILDING
17,265 SF
PROPOSED ASPHALT
78,505 SF
PROPOSED CONCRETE
835 SF
TOTAL PROPOSED IMPERVIOUS AREA
96,605 SF (63.77.)
EXISTING ONSITE IMPERVIOUS TO BE REMOVED
-48,507 SF
EXISTING IMPERVIOUS TO REMAIN
0 SIF
FUTURE
12,706 SF
PROPOSED•EEXISTING IMPERVIOUS
109,311 SF (72.2%)
PARKING REQUIRED: (AUTOMOBILE DEALER)
17,265 SF
MAXIMUM: -
MINIMUM: 1/500 SF (17,26,5/500)
35
TOTAL PARKING PROVIDED:
239
CAMA LAND USE:
URBAN
PUBLIC WATER AND SEWER BY CFPUA
EXISTING WATER FLOW:
0 GPD
EXISTING SEWER FLOW:
0 GIRD
PROPOSED WATER FLOW:
600 GIRD
PROPOSED SEWER FLOW:
500 GIRD
HANDICAP SPACES REQUIRED,
PROPOSED
(1-25 SPACES= 1 HANDICAP SPACE)
5 SPACES/25=1.4
2 HANDICAP SPACES
ILI BICYCLE PARKING REQUIRED,: (35 PARKS) 10 SPACES
Public Services Engineering Division f BICYCLE PARKING PROPOSED? 10 SPACES
APPROVED STORMWATER MANAGEMENT PLAN
Date: �_ __-_� _�__ Permit
Signed:
ZQNING.
1) TOPOGRAPHY AND TREE SURVEY COMPLETED BY ATLANTIC: COAST SURVEY, PLLC.
2) PERMITTING OF BUSINESS IDENTIFICATION SIGNAGE IS A SEPARATE PROCESS. CITY OF WILMINGTON WILL NOT ALLOW
OBSTRUCTIONS WITHIN THE RIGHT-OF-WAY.
3) CONTRACTOR' SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION
OF PROPOSED CONNECTIONS.
4) EXISTING EASEMENTS AS SHOWN
5) CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
6) UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC
RIGHT-OF-WAY TO THE BUILDING. CONTACT THE WILMINGTON;FIRE DEPARTMENT DIVISION OF FIRE AND ►IFE SAFETY AT
910-341-0696.
7) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT [phone] FOR MORE DETAILS.
IN CERTAIN CASES AN ENTIRE RESURFACING OF THE ARE BEING OPEN CUT MAY BE REQUIRED.
8) A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF
WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND ,RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
THE RECORDING OF THE FINAL PLAT. (SD 15-14 Co1W TECH SIDS)
SOLID WASTE
1) SITE TO USE ON -SITE DUMPSTER.
IMEM
1) ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY
AND/OR NCDOT STANDARDS. (DETAIL SD-13 C0fW TECH STD5)
2) ALL. SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) STANDARDS. (DETAIL SD-13 Co€W TECH SIDS)
3) CONTACT TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL TRAFFIC SIGNALS FACILITIES AND EQUIPMENT ARE SHOWN
ON THE PLAN.
4) CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY.
5) ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY- PANELS AND CURBING WILL BE REPLACED.
6) CONTACT TRAFFIC ENGINEERING AT 741--7888 TO DISCUSS STREET' LIGHTING OPTIONS.
7) ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN
ACCORDANCE WITH MUTCD STANDARDS.
8) NO ROWS TO BE CLOSED.
9) NO STREETS PROPOSED.
10) NO OFF SITE PARKING PROPOSED.
11) NO PROPOSED DRIVEWAY.
12) TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING.
13) ALL PARKING STALL. MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
14) STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.
15) TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
16) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT 341-5888 FOR MORE DETAILS.
IN CERTAIN CASES AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
17) A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF
WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
THE RECORDING OF THE FINAL PLAT, (SD 15-14 Cof W TECH SIDS)
FIRE AND LFE SAFETY
1) CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION
2) NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE
3) HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE)
4) FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT
5) LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC
6) ADDITIONAL FIRE PROTECTION AND 'ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES
CONCERNING THE PROJECT.
7) PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM THE WILMINGTON FIRE AND
LIFE SAFETY DIVISION 910-343-0696
8) ALL ISOLATION VALVES WITHIN THE "HOT BOX" SHALL BE ELECTRICALLY SUPERVISED. PLEASE WORK CLOSELY WITH YOUR FIRE
SPRINKLER AND ALARM INSTALLER IN REGARDS TO RUNNING WIRE FOR TAMPER SWITCH.
cti Q
co
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co Co's
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LEGE
. ..,...,,. PROPERTY BOUNDARY `
��`��CAtp''�%
,y
EXISTING TREE TO BE REM ED
SEAL
TREE PROTECTION
= T7374
SEWER
'rr`f�cl •`� `
WATER
w
- ---
PROPOSED STORM WATER
x3� s�
EXISTING SPOT ELEVATION
DATE 08-07-18
DESIGN PGT
DRAWN EJW
BAR SCALE »JD ,
C 4
I

-
;
�
� I
�
I
NE!DES !GBOUN12 STAB1UZaQbj CE[MBLA SITE wQRK NQTEs � '
. I I VICZIT TWIr 1:,'rTC Atun pur,nkAt- C-AkAll iAprj,=, %Airru I RF:VISIONS I
I
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i-----,-----,----,--,--"--------,--,-,---- -,--"------,-------------,-,---
-
I
.
_____.____ --,---.----------.--.----�-------
-
; _.
I
1 �,O_l E: I NOT�:
i.
I
____
8' WAX.
I
�
�
I THE CROiCAL ROOT ZONL (Cliti.� Or A IRE"' CRO"Vi"I 1�fl fHK TMEE IS NEEDED FOR LF-4
I � ' � I
I
i
�­ ... VARI BLF A',, GIRc TEE, BY THE EIN,GINEF PLASNC ,J?
-.---!�l-�--.----t���-�--�-.--', - ------ __ _R_ -1 _,.,j;Rr -,
I . , RES
`IGN
I
�
! iS �A'Hrll
1' WC MAJORi'Ll OF A -HRILL'S ROOT�, GkOWTH TO PRODUCE ,C7.�45,EN, FILTER
FOLINe *IHE '-�CFFEN
i
Y"'IRMNIG I -
a-, --,---A -S-Fi�­u , ,
� 1� 11� zle�l
; . I
I
I i AY_ C57 01: W)Sf TFtEt R(10"13 ARE ,'�R.. �iEDUCF_ WiN'i) AND NOISE,
-
� ­ Do NOT DiSrl uIRE CROWN W47H
, I
i I - . .
iiv Ti F� TOP 24' 0 THE' ',,0:1 AND SzjPPLY -,
i
i
"'ll-,:f-j�i,
'lir
I - '�,Jl�,�j TREE PRO7CT;ON AR.-,, , "
,,Q,,`__j1_4 14-.'�� 'I
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.
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_� I�ORTf OF N: TR;Ei, �: AVD 'NATER. �NTLNSIVE 00.-,q,I;,4C-.
I . I ! 1, M, - ff ""' i
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____ � - -_ ­_­ --- ___' - " - i ' ­ MANUAL OF UNIFORM TRAFFIC CONTROL
00 W 3:!� M to 3:!�
WHEIE VAN ACCESSIBLE PARKING IS DEVICES OR LATEST EDITION
I
PROVIDED, THE VAN ACCESSIBLE (R7-8P) - NCDOT DRAWIN ' G H-1-S FOR SIGNS SP00075,
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SIGN SHALL BE MOUNTED BELOW THE OTHER SP00076. AND SP00077.
7 Mr;M=,­j'"'­
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ACCESSIBLE PARKING SIGNS.
(2009 EDITION MUTCD SECTION 28.47)
1
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PAR
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WYa�MRR 8, 2016
1 ACCIESSIBLE PARKING SIGNS
AND
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�;A_W56Y - DALE TFIC'"SON
BY- DALE THOXPSON
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- - 7RANDALL GLAZIER
TfiEFMD T,
BY: RANDALL GLAUSIR
SHEET Al OF 5
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CHECKED
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STEEL POSTS-----
NCDOT #5 OR III 57­n�
WASHED STONE
� VARIES (6'-8' MIN.) - I
Ag-151R.- BY ENG.
- e VAX 97
1 ��E HARDWARE CLOTH
- OMINGS) I ;­1 I 1. �,.­­r 1­ Ir. - ­ - ---STEEL POST
_;_ i . . . . . _L -4 . . i I
� ,­, % - WIRE FABRIC
__ � ­1 - t� - 1.._i:t_.E I ­ -
11� __ !a-
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, ---� +-I- �__ INTERMEDIATE WIRES? U.
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Ia I ANCHOR FABRIC SKIRT
U ,C r
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AS DIRECTED BY ENGINEER
I I
CONMIDTION SEEGIFICATIONSt, I
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING I
I
THE INLEL
7- DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND 4FILTERED
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
WA
H , I
H
�
PERIMETER OF THE MET. A MAXIMUM OF 4 FEET APART. .
-
1
3. SURROUND THE POSTS WON WIRE MESH HARDWARE CLOTH.
NOTES: I
SECURE THE WIRE MESH TO THE SIM POSTS AT THE TOP.
MIDDLE, AND BOTTOM. FLAC" 2-FOOT FLAP OF WIRE
1. FENCE FABRIC SHALL BE A MIN. OF 32*
IN WIDTH AND
MESH UNDER THE GRAVEL FOR ANCHWING IS RECOMMENDED
1
SHALL HAVE A MIN. OF SIX UNE WIRES WITH 12" STAY
MOUNIEU=E
4. PLACE CLEM GRWEL (NOW #5 CDR f57 STOM ON A
2:1 SLOPE WITH A HEIGHT OF 16 IN HES AROUND E WIRE. INSPECT INLJETS AT LEAST WEEKLY AND AFTER EACH
SPACING.
SITE AREA
STABILIZAMON
SrABILIZXTION .
DESCRIPTION
I
TIMEIqtAME
.
TIMEFRAME �
Me=
PERIMETER DIKES
7 DAYS I
NONE .
SWALES, DITCHES-1
AND SLOPES
�
HIGH QUALITY
7 DAYS
NONE �
WATER (HQW)
ZONES
SLOPES
7 DAYS
IF SLOPES AREAO' OR
STEEPER
LESS IN' LENGTH AND
�
THAN 3:1
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE
At I nwM,
SLOPES 3:1
14 DAYS
7 DAYS FOR SLOPES
OR
I
GREATER THAN 50 FEET
.
'
.
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
IFLATTER
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4: 1
- I
HOW ZONES)
. . 1- ­111­4­ ­­" yo- 1- �11" MINU LjL_%4W1V1L_ 1r%1VIIL_I11I\Iz_,L_U vifilij - � - - - - - - - - -
,
EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE;� SITE. N a e Description By
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN Do'
LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAI I N. 1
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, -
STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE,
ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF - 9
.
�
CONSTRUCTION. i
�
� 1
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR
GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY sbFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL -
�
BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMIT�ED FACILITY.
,E
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RE ORT.
j
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN M . I
T RTHWORK CONDITION. THE CONTRACTOW I
RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO
SPECIFIED GRADES.
& THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN
;
OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED. �
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF - - ,
ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY
EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLICAREAS OR IN I I .-
E NTRACTOR SHALL NOTIFY ALL APPROPRIATE - I .
PERSONNEL OF THEIR INTENT TO EXCAVATE IN WRITING NOT LESS THAN 10
AM SM007H TID AN EVEN GRADE. 5. ONCE THE
CONTMUTING DRAIRAM AM HAS BEN STABILIZED, REMOVE
SIGNIFICANT (I- Oft GREKIER) RAINIFALL E14W. CLM THE
MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
1 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
I
I I �
DAYS PRIOR TO EXCAVATING. �
ACCUMULATED SEDIMM. AND ESMM FINAL GRADING
EMATtOtM
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT
TO DAILAGE OR UNDIERCUT THE WIRE MM4 DURING
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED
TUMMY
-
SEMNG SPEMM7,10N
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
& COMPACT THE AM PROPERLY AND SIABILIZED IT WITH
I
SEDIMENT f0WAL REPLACE STONE AS NEEDED.
BY THE
ENGINEER.
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES 1, WITH
GROUNDCOVER.
I
SEEDING MIXTURE
APPROPRIATE PERSONNEL. �
3. STEEL POST SHALL BE 5'-O' IN HEIGHT AND BE OF THE
smim- aha2W.
1
1 1. EXISTING SURVEYING PERFORMED BY ATLANTIC COAST SURVEY, PLLC AND
Q= ma
ffm
gaffin IN= ERQ=0_
SELF -FASTENER STEEL ANGLE TYPE. I
L
R (grain) 120
SUPPLIED BY T14E OWNER. n
I
I A PQM A M%./ SILT
TEM
LNE WINIM ac
Aye
nnual i6spedezo (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE.
FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES � OR
MAES I __ __ EENCE
E4RLY SPFMO
1
Omit annual lespedezo when
GINEER PRIOR TO INSTALLATION.
I
NTS I
durcUon of tempoirtary cover Is not
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO
.
.
to extend beyond June.
German Millet - . 40
CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. � '
.
SUMMER
In the Piedmont and mountains. a
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER'
small -stemmed sundongross may be
.
AT FINAL GRADE. I
I I
subsUtuted at a rate of 50 If/acre
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND
.
FALL
German Millet 40
STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE
I
L
THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITWALL
I
I
SMING DAM
REQUIREMENTS. �
1A7E WUM &
Mountains - Above 2500 ft Feb. 15-May 15
Below 25M
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS
U
I
I . �
I
MY spf4w
ft: Feb. I -May I
Piedmont - Jan. I -May 1
INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE
I
I
C408M Plain - Dec. 1-Apn 15
BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE
:I
PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO WAY
SUMMER
Mountains - May 15-Aug 15
Piedmont - Mq I -An 16
TRAFFIC. � .
.
CQ L
I
�
Coastal MIA - W. 1&-A" 15
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR
rA 0
4'X4* POSTS-\
.
Mountains - Aug 15-Dec 15
SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION.
P­4 -
Z
� I .
r
- - L---,)
FML
�
Coastal Plain and Piedmont - Aug 16-Dee 30
ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
E­4
X
- 2" TYPE SF 9.5A (NCDOT)
.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER
%
\ -
L
8" ABC STONE (NCDOT)
SOIL AMENOM
GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
.
N z
/ /___�
FOLLOW RECOMMENDATIONS OF SOL TEM OR APPLY 2,000
REQUIREMENTS. I L
I -
-
I
I
LF/ACRE GROUND AGRICULTURAL LIMESTONE AND 760
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS . : PAINT
0
b
I
� ASPHALT I
L-
I
LS/ACRE 10-10-10 FERTILIZER.
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P- 1 15, TYPE III. FACTORY
E­4
P4 0
I
X
PAVEMENT
MULGH
MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERI I
P-4 Z
_��j �
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
OWNER'S OPTION FOR NIGHT REFLECTING. 1
Ii-4
-
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A
20. DUCTILE [RON SHALL BE CLASS 50. 1
.
>NCRETE PAD
AT 3000 Pu W/
III-1111I
- = :
�1
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
04 5
0
�_ 6X6 - 6/6 W.W.F.
-11 -1
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
:D
./
X
11
NOTE:
P EMENT SECTION MAY VARY
MINHILMIrk
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
0 �:-
�_
11 ._�
CONDITIONS.
REF]EIRTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
t".
lial
I
CONCRETE
FOOTINGS
I 10, ___4 1 UUNIKAUIUK SHALL COORDINATE REFE"LIZEAND MULCH IMM IATaY FOLLOWING EROSION WILL BE PAID FOR BY THE CONTRACTOR. � . :
� W OR OTHER DAMAAE � 23. SEE GEOTECHNICAL REPORT NO. ------, DATED -------- BY
E GINEER TO DETERMINE � 1-4 E-4
ACTUAL PAVEMENT SECTION. 111- ­ I _ _____ ____ FOR ADDITIONAL REQUIREMENTS. � U)
I essee-A C) rn
I
PLAN � w %..w
. _` PERMANENT GRASSING DErAIL LONSTRi UQJION aEQUMC - E"
,,- 2'X6' CAP ENCLOSURE GATIES C Ill *-I' OF WILMINGTON SEEDING MIXTURE 1 - NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL�l OF � E-4
- . 0 > -.4 �
1, W/CR=-BWWZINGi I affm ffiz &&RW F 3 FEET (1 VERTICAL TO 3 HORIZONTAL). &_
I � PAVEMENT SECTION PENSAMA 914HIMPASS I so 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION 4� #%A
�__ ,� SERM LESPEDM 30 � z
. __ I - NTS COMMON BERM" WIASS 10 SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER,
GEM" WILET 10 CONSTRUCTION. K1__j 0
I I I TAL FESCUE so 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING p pe-` E--4 �
I I ­t- I 11 '0
If \ I SEEDING NOTES CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION F_�M.
. 1, ___8 i I I - 1. WHERE A WAT APPEARANCE IS DESM OMIT SUM ENTRANCE, SILT FENCE, CHECK DAMS, ETC. INSTALL ALL SECONDARY,', 44 -<q z 0
1 1­4 Cq
__U 2. USE COMMON BERMUDA WASS *LY ON ISOLATED SITES WHERE IT MWT BE- EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINN � ING -9:4 10"d ca
� 4'X4- POSTS - HORIZONTAL COME A PEST. BMWDA WASS MkY BE RIMICE) WITH 5 lb/a= CEIMPME W.ASS. CONSTRUCTION.
(TREAym) WOOD SIDING 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EAC . H I to ,
ELEVAMONS � SEEDING DATES RAIN. SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 V1
I AM I - ALY 15 1 1 FEET OF SEDIMENT HAVE ACCUMULATED. IN FRONT OF THE DEVICE OR ,--I V ..
I � N__4
WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE CLEANED OUT AS 01
I
DUMPSTER PAD & ENCLOSURE DETAIL SOIL AMENDMENTS LL. I .< X fi4 U,
I Y 3oOW tb/=m .
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESM, OR APPL 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS W
I A SEDIMENT BASIN DURING CONSTRUCTION. REMOVE ACC I 1__q .4t::4 14 (4
NTS GROUNI) AMXIURE LIMEME AM 500 lblwm 10-10-10 FERTILVIR UMULATION'OF
I I SILT AS REQUIRED TO ALLOW PROPER FUNCTIONING. RESTORE POND TO W
13UILDING WASTE HANDLING � I DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 6. IF , p 0.4 � p
1, NO PAINT OR LIQUID WASTES IN STREAMS OR STORM DRAINS. MULCH APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS
2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND 0 q
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. APPLY 4,=Wcre GUN STRAWOR EOUMALENT COVER OF ANOTHER SUffmE SILT TRAPS DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS 0
,
MULCH. By UOM WITH ASPHkt. ROVING. OR HEITING OR BY aWNG NEEDED TO PREVENT SILT FROM ENTERING STORM DRAIN PIPING, �
3. -EARTHEN-MATERIALS STOCKPILES MUST 13E LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE WITH A MULCH ANCHORING TOOL A DU WITH BLAM SET NEARIY SMW9 ON BE 7* *%
ALTERNATNES AVAILABLE. �
I I I USED AS A MULCH ANCHORING TOOL 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS! 0 %-.j
1 4. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS. BE GRASSED. 0
INSPECTIONS 1 8. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS :
1. SAME WEEKLY INSPECTION REQUIREMENTS. MAINTENMCE COMPLETE, � 0.4 T__q
. 2. SAME RMN GAUGE AND INSPECTIONS AFTER 0.5' RAIN EVENT. RUEIMIZE THE FOLLOWING APRIL WITH 50 14/ocm MMGEN. fffSKT AS GROWTH 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF C)
3. INSPECTIONS ARE ONLY REQUIRED DURING 'NORMAL BUSINESS HOURS' i REQUIRM MAY BE MOWED ONLY ONCE A YEW *07E A NE4T APPEVANCE is THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE. � 4ft
4. INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIRC EXEMPTION IS DESIRED, OMIT SERIWA AND MOW AS OFTEN AS N=M � It
I
APPROVED L__........ - 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON � _" 00
5. RECORi� MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. CTION. ALL PERMANENT MEASURES SHALL b �� C\2
6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. : E
SEDIhdENT IIA05 SITE POLLUTANTS NOTES MNTENANCE P � z (O
1, OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE AREA IS LESS THAN I ACRE. 1. LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND 1 lesseel 0
2. USE ONLY DWO-APPROVED FLOCCULENTS. 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL .r-q
CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUC1K.G r__4 1
NPDES-SPECIFIC PLAN SHEETS NOTES WASTE, AND HAZARDOUS ,OR TOXIC WASTE. THIS LOCATION SHALL RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 0
1. THIS PAGE IS SU13MITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCGOIOOOO. BE AT LEAST 50' AWAY FROM STORM DRAIN INLETS AND SURFACE 24 HOURS OF EVERY HALF INCH RAINFALL. � $--,
2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCGOIOOOO ONLY. � W
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER PERMIT WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT co
I ARE REASONABLY AVAILABLE. WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF W -p 0
1 4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE APPROVED PLANS 2. DUMPING OF PAINT OR OTHER LIQUID BUILDING MATERIAL � 0) 0 ,--q b
� FOR THE PURPOSES OF ENFORCEMENT ACTION UNDER THE COUNTY CODE. WASTES IN STORM DRAINS IS PROHIBITED. #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED JN A z Q) 4 5 ce)
1 3. LITTER AND SANITARY WASTE -THE PERMITTEE SHALL CONTROL CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE., Issessell ;.4 _;_j V-i r,0
I IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR I
. r pq -p ;-i 11'� LO d
DISPOSAL OF LITTER AND SANITARY WASTE TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. I %..*f U)
I I FROM THE SITE. 3 SEDIKAPKIT W11 I PIP- P9-K1r)%/r7n conkA uAmr, _
I
STOR MOLED
.
I
-
I
PSWENDIC"
L::y=jT1011M1= FILM DIREICTION
I
PLAN
r SMVAIX
3M PSI
CONCRM -\ I- 6' - ____&_
, ___J,_� ,
%�_- hip J-.A2 _.,
.. 11, .-
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, -
, -
, -
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. Vvtv-,L- 1-t-Ufn 1"WIL) 1_1F'AVr_L ;e4- _�� Z CY) co (5
4. LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50' INLE7 PROTECTION, BLOCK AND GRAVEL�INLET, ROCK DOUGHNUT INLET
r4 5 M �oz
Of
- ., W
AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED r- L WN
IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL 0 C*4
REASONABLY AVAILABLE. 0 1 I Lz:�
I
D WHEN THE SEDIMENT POOL NO LONGER ' 4j
rn 0 6 00201
5. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND W
�
MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH W PROPER DRAINAGE. SILT SACKS WILL 13E a4 (L) -p T-4 ,.-i ,
SURFACE WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR tto 0) 0) IML zo
EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT W1( L BE P., 4 X
J:i 1--w
CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. EAVER DAMS, DANDY SACKS AND SOCKS ONCE r-) . r.4 Q) (n
�2z
6. ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, IN EVENT. 4. DIVERSION DITCHES WILL BE P-*4 W
OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE � 0 00
SOLID WASTE REGULATIONS. CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS I FROM 1:4 M ,_4 0 N C'I M
THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. I ,-j - r-4 4 0 @
7. SOIL STABILIZATION SHALL BE ACHEIVED ON ANY AREA OF A SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF Es-4 -t �:: 0, IS.
SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR F ACTIVITY ASSOCIATED WITH A SWALE. I �
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE e-A
I, ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES WHEN IT BECOMES' HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED �_y
AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. � I .
(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT I ET MAX. WITH THE USE OF EXTRA STRENGTH T7*
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. &^ I
BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST H FABRIC AND WIRE BACKING ARE USED. 'IF W .
LAND DISTURBING ACTIVITY. ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT
ii. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED.
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE � 0 -0111I. %XX%IIIII1//j
: 94M :111� \% //
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. :U. N\�,�\ C,4RO /// 11
,
8. CONDITIONS -IN MEETING THE STABILIZATION REQUIREMENTS THE ROCK WILL BE CLEA E SEDIMENT POOL .... � / /"
'A" - - .1.1V
ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY. NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES VILL 1, I ." iii�/Q&_"- -,-
ij. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR :"R T -
.:.,: . . . ,:�o
� ER OR OTHER SITE -SPECIFIC BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT - : �
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE. DEPOSITS REACH HALF THE HEIGHT OF THE 1ST !=-33 - : -
- ii. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY TO BAFFLE, FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL'BE ::- --� . . 17374 I a- =
. - -
GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS KEPT CLEAN. ,�� ;;,1 . :-!- - z
, . ,�� -
� ;rl I. ,I�_ -
, <�,,0-.%_INV0�-**,(,- -
PES LESS THAN 50' SHALL APPLY 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE � _,"'
,�, I........-*- ,�,
GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE TY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK ��
STEEPER THAN 3:1, THE 7-DAY REQUIREMENT APPLIES. WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER __ // OREGO�,,\\\'�'
- /////,
iii, ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR I'liIIIII't",
�� ., .I...., ­1 .
.. ­­
D COVER REQUIREMENT.
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY
�
MAINTENANCE
iv. SLOPES 1 O' OR LESS IN LENGTH SHALL BE EXEMPT FROM
WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM �:
- DATE
SX6-10/10 W.W.M.
1. CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AHER HEAVY
R REQUIREMENT EXCEPT WHEN THE
BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE.
Box
RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO BE
SLOPEIS STEEPER THAN 2:1. �
FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL
DESIGN PGT
OVER 75V. CAPACITY WITH RAIN WATER IT SHOULD BE VACUUMED OR
V. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND
CLEAN- I ;
SECTION
ALLOWED To EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY RAINS
THE CONTAINERS LIQUID LEVEL SHOULD 13E LOWERED OR THE CONTAINER
COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
DRAWN EJW
WHEEL CHAIR RAMP .
COVERED TO AVOID AN OVERFLOW DURING RAIN. WHEN SOLIDS HAVE
BE ALLOWED ON A CASE -BY -CASE BASIS,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
TYPICAL SIDEWALK AND
BE REMOVED AND RECYCLED.
vi. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL
"HIGH
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
COMMISSION -DEFINED QUALITY WATER ZONE" (15A NCAC
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE
WHEEL QWR MME DELML
04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE
STABILIZED WITHIN 15 WORKING DAYS. I
C5
IL
ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL
9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, �,FOR
I
AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST
HOSES AND INJECTION SYSTEMS WILL BE CHECKED
I
NIS -
LAND -DISTURBING ACT. I I
�
PROBLEMS OR TURBID DISCHARGES DAILY. I
I .
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.
.
.
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F 17069 , I -