SW8121110_HISTORICAL FILE_20190802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 121 M O
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
k HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 U l c10 ? O 2-
YYYYMMDD

t
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
August 2, 2019
NORTH CAROLINA
Environmental Quality
Benchmark Development Corporation and Keystone Contractors, Inc, co-permittees
Attn: Barden Lanier, President
P.O. Box 1237
Jacksonville, NC 28541
Subject: State Stormwater Management Permit No. SW8 121110
School Street Center
High Density Commercial Sand Filter Project
onslow County
Dear Mr. Lanier:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this permit references DEMLR as the Division responsible for issuance of the
permit.
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for School Street Center on July 31, 2019. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding modified Permit No. SW8
121 1 10, dated August 2, 2019, for the construction, operation and maintenance of the BMP's and built -
upon area associated with the subject project. Please replace the previously approved plan sheets with
the attached modified and approved versions. Please replace the previous application (SWU-101),
supplement, and operation and maintenance agreement with the attached modified versions. Please note
that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates
and clarifies some of the previous terms to provide you with a better understanding of your obligations
under the permit.
This permit shall be effective from the date of issuance until May 2, 2021, and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the conditions listed in this permit regarding the Operation
and Maintenance of the BMP(s), stormwater collection system, and/or vegetated conveyances; the
limitation of built -upon area; modification of the project; the procedures for changing ownership of and/or
transferring the permit; and the need to renew the permit. Please also pay attention to the permit
conditions that requires the recordation of deed restrictions and protective covenants, easements, and the
maintenance agreement, which must all be provided along with certification upon completion of the
project. Failure to comply with these requirements will result in future compliance problems.
Please refer to Attachment C for a detailed description of the current proposed major modification
approved during the effective period of the permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAI-I). The written petition must conform to Chapter 150B of the North Carolina General Statutes and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
OUHGyIX -
^��^ e,w�dar� 910.796.7215

State Stormwater Permit No. SW8 121110
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact Christine
Hall, at [phone].
Sincerely,
�,A:5. Daniel Smith, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C— Permitting History
Application Documents
GDS/cmh: AV\StormwaterAPermits & 1'rojects\2012V121110 HD\2019 08 permit 121110
cc: Jason Houston, PE: Parker & Associates, Inc.
Town of Swanshoro Building Inspections
Onslow County Engineering
Wilmington Regional Office Stomtwater Pile

State Stormwater Management Systems
Permit No. SW8 121110
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Benchmark Development Corporation and Keystone Contractors, Inc.
School Street Center
W Corbett Avenue, Swansboro, Onslow County
FOR THE
construction, operation and maintenance of one (1) sand filter in compliance with Session Law
2008-211 and the provisions of 15A NCAC 2H .1000 (hereafter collectively referred to as the
"stormwater rules') and the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part of
this permit.
This permit shall be effective from the date of issuance until May 2, 2021 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The maximum amount of built -
upon area (BUA) allowed for the entire project is 166,518 square feet.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The runoff from all built -upon area within the
permitted drainage area of this project must be directed into the permitted stormwater
control measure. The stormwater control measure has been designed to handle the
runoff from 166,518 square feet of impervious area.
3. The drainage area will be limited to the amount of built -upon area indicated in Sections
1.2 and 1.6 of this permit, and per approved plans. The built -upon area for the future
development is limited to 166,518 square feet.
4. The project shall maintain a 50' wide vegetated buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of banks of each side of rivers and streams and the mean high water
line of tidal waters.
5. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity per 401/404 requirements.
Page 1 of 7

State Stormwater Management Systems
Permit No. SW8 121110
6. The following design elements have been approved for this sand filter stormwater
facility, and must be provided and maintained at design condition:
Design Criteria
Sand Filter
a.
Drainage Area, ac
On -site, ft'
Off -site, ftz
4.247
185,021
0
b.
Total Impervious Surfaces, ftz
166,518
c.
Design Storm, inches
1.5
d.
Sediment / sand chamber bottom elevation, fmsl
25.5
e.
Sediment chamber depth (total), ft
4.5
f.
Sand Chamber Depth (total), ft
4.5
Sand Media Depth, ft
1.5
h.
Sediment chamber surface area, ftz
1,344
i.
Sand chamber surface area, ftz
1,722
Maximum head on filter, ft
3
k.
Sediment / sand chamber weir elevation, fmsl
27.0
I.
Storage / top elevation, ft
30.0
m.
Permitted storage volume, ft3
15,069
n.
Pre -development 1- r, 24-hr discharge rate, cfs
1.78
o.
Perforated underdrain pipe diameter, in.
6
p.
Drawdown Pump
Hydromatic SP50 Single Phase,
115V, /: h
q.
Minimum Pump rate, gal/min
46.5
r.
Drawdown time; hrs.
<40
s.
SHWT, fmsl
- 27
t.
Permeability - sand(ft./day)
3.5
u.
Impermeable liner
Concrete
v.
Receiving Stream
UT to Halls Creek
w.
River Basin
White Oak
x.
Stream Index Number
19-41-16-3
y.
Stream Classification
"SA, HQW"
>/ mile of and drainin to SA
Per Section .1008 (h) of the stormwater rules, this alternative design provides equal or
better protection under the rules because it closely follows the BMP manual sections for
both open and closed sand filters, thus it is considered a "hybrid" design. As an added
safety factor, the design includes a curtain drain located around the perimeter of the
sand filter to provide for proper drainage under high water table conditions. The design
meets the requirements for surface area, volume, and drawdown time for the 1.5" design
storm. In addition, the design has an adequate sediment chamber where diffuse flow is
distributed over the weir to the top surface of the sand chamber.
II. SCHEDULE OF COMPLIANCE
No person or other legal entity shall alter the approved stormwater management system,
or fill in, alter, or pipe any drainage feature, including swales, shown on the approved
plans as part of the stormwater management system, unless and until the permittee
submits a modification to the permit and receives approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the allowable built -upon area.
3. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 121110
4. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. Infiltration systems should not be used as erosion
control devices, due to the potential clogging. If the stormwater system was used as an
Erosion Control device, it must be restored to design condition prior to operation as a
stormwater treatment device, and prior to occupancy of the facility.
5. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
6. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and
other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
9. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at the design
condition. The approved Operation and Maintenance Agreement must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited
to,
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of filter media, bypass structures, orifice, catch
basins and piping.
g. Access to all components of the system must be available at all times.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
11, Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
12. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
13. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 121110
14. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the stormwater rules is subject to enforcement action as set forth
in NCGS 143 Article 21.
2. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee;
3. Permit Transfer: This permit is not transferable to any person or entity except after
notice to and approval by the Director. The permittee shall submit a completed and
signed "Permit Transfer Application Form" (available on the Division website)
accompanied by the required fee and supporting documentation as listed on the form, to
the Division at least 60 days prior to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case
of an individual lot sale that is made subject to the recorded deed restrictions and
protective covenants;
b. The assignment or conveyance of declarant rights to another individual or entity;
c. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2),
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-
05 or NCGS 57D-6-07 and 08;
e. Bankruptcy,
f. Foreclosure, subject to the requirements of Session Law 2013-121;
4. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request. Neither the sale of
the project area in whole or in part, nor the conveyance of common area to a third party,
constitutes an approved permit transfer.
5. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
7. The permit issued shall continue in force and effect until the permittee files a request
with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any permit conditions.
8. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall be
maintained on file by the Permittee at all times.
9. Permittee grants permission to staff of the Division to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
15. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 121110
16. The issuance of this permit does not prohibit the Director from reopening and modifying
the permit, revoking and reissuing the permit, or terminating the permit as allowed by the
laws, rules and regulations contained in Session Law 2006-246, Title 15A NCAC
2H.1000, and NCGS 143-215.1 et.al.
17. A permit renewal request must be submitted at least 180 days prior to the expiration
date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H1045(3).
Permit modified, updated, and re -issued this the 2"d day of August 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
✓f Danny Sryfith, Director
Division of Energy. Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

School Street Center
Stormwater Permit No. SW8 121110
Onslow County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 121110
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 121110
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The sand filter elevations are per the approved plan.
6. The sand filter is located per the approved plans.
7. A trash rack is provided on the outlet/bypass structure.
8. For open sand filters, all slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDEQ-DEMLR Regional Office
Onslow County Building Inspections
Page 7 of 7

Attachment C- Permitting History
School Street Center
Permit No. SW8121110
Project /
Drainage Area
Built -Upon Area (BUA), sf
Approval
BIMS
Buildings/
Percent
Date
Permit Action
Version
Description of the Changes
(s f)
Lots
Streets
Parking
Sidewalks
Other
Future
Total
BUA
5/2/2013
Original
1.0
Subject to Session Law 2008-211.
Approval
185,021
166,518
166,518
90.0%
I. The adjacent permit, S W 8 160501, has agreed to swap
an equal amount of property and project area with this
permit for the construction of an access road serving
both sites. This swap in project area for the proposed
Major
access road requires the proposed sand filter to be
82/20I9
Modification
1.1
relocated and a slight change in its shape but does not
increase the size of this SCM.
2. Clarifying that there are two property owners for the
project area in question. The same individual is the
President for both entities. This permit adds the second
property owner as a co-pennittee.
185,021
166,518
166,518
90.0%
Page 1 of 1

DEMLR USE ONLY
Date T�eceived
Fee Paid
Permit Number
a w
3 i 13 voo —
w i
Applicable Rules
(select all that apply)
Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
W. Corbett Avenue
City:Swansboro County:Onslow Zip:28584
3. Directions to project (from nearest major intersection):
From intersection of NC 172 and NC 24, take NC 24 East towards Swansboro. Project is approximately 5 miles
on your right.
4. Latitude:34° 42' 07" N Longitude:77* 09' 02" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8121110 , its issue date (if known)5/2/13 and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ❑Sedimentation/Erosion Control:
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htto://oortal.ncdenr.org/web/Ir/rules-and-regulations E C E I VE ,
JUL 12 2019
Form SWU-101 Version Oct. 31, 2013 Pagel of6 BY.

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Benchmark Development Corporation/Keystone Contractors, Inc.
Signing Official & Title:Barden Lanier, President
b.Contact information for person listed in item la above:
Street Address:239 New bridge Street
City: Jacksonville State:NC Zip:28541
Mailing Address (if applicable):P.O. Box 1237
City: Jacksonville State:NC Zip:28541
Phone: (910 ) 455 -3889 Fax: ( )
Email: laniersurveying2earth l in k.net
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Benchmark Development Corporation/Keystone Contractors Inc.
Signing Official & Title:Barden Lanier, President/ President
b.Contact information for person listed in item 2a above
Street Address:239 new Bridge Street
City: Jacksonville State:NC Zip:28541
Mailing Address (if applicable):P.O. Box 1237
City: Jacksonville State:NC Zip:28541
Phone: (910 ) 455-3889 Fax: ( )
Email:[e-mail]
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Town of Swansboro
Point of Contact:lim Stipe Phone #: 910 326 - 4428
JUL 12 2019
Form SWU-101 Version Oct. 31, 2013 Page 2 of BY'

IV. - PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Sand Filter - BMP Manual/2009 - 2016 Version
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
® Other: SW8121110 Date: 5/2/13
It. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Storm water runoff from this project drains to the White Oak River basin.
4. Total Property Area: 4.25 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':4.25 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streanis and rivers, the area below the Narnial High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Noii-coastal wetlands landward of the NHW (or MHW) line umy
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 90 9
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornaoater BMP. For loco density and other projects, use I for the whole properhj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT to Halls
Creek
Stream Class *
SA; HQW
Stream Index Number *
19 - 41 -16 - 3
Total Drainage Area (sf)
185,021
On -site Drainage Area (sf)
185,021
Off -site Drainage Area (so
0
Proposed Im ervious Area** (so
166,518
% Impervious Area** total
90%
Impervious' Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
0
On -site Streets (so
0
On -site Parking (so
0
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
166,518
Off -site (sf)
0
Existing BUA*** (so
0
Total (so:
166,518
Strewn Class and Index Number can be determined at: ht!p,*ortal.ncdeizr.orzhvebhot?lpslcsiilclassificabous.
n V
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parrJ'U
it
sidewalks, gravel areas, etc.
L 12 2019
Form SWU-101 Version Oct. 31, 2013 Page 3 of6

Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 028.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://2ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at httv: / /yortal.ncdenr.org/ web/ wq/ ws/su / maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2:/ /12ortal.ncdenr.org/ web/ wq / ws/ su / statesw / forms- docs.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hU://www.envhelp.org/pages/onestol2exRress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the 1/s
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished Floor elevations. '
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
ECEIVE
JUL 12 2019
BY:.--�
Form SWU-101 Version Oct. 31, 2013 Page 4 of

n. - Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
im
11.
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SI-IWT prior
to submittal, [phone].) _
A copy of the most current property deed. Deed book: 2139/3163 Page No: 747/522
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hn:/ /www.secretary.state.nc.us/Corporations/CSearch.aspxx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/web/ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
V III. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:lason A. Houston, P.E.
Consulting Firm: Parker & Associates, Inc.
Mailing Address:306 New Bridge Street
City:lacksonville State:NC Zip:28541
Phone: (910 ) 455 - 2414 Fax: ( )
[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Inforruation, item 1 a) with (print or hjpe name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, whichwhichA It6gI VE
party responsible for the operation and maintenance of the stormwater system. tt��yy
JUL 12 2019
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 BY;

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name ofperson listed in Contact Information, item 1a) Benchmark Development Corporation
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules undeg15[i NCAC 21-1.1000 and any other applicable state stormwater requirements.
Date: G " G `- j 61
' \C ( ct— , a Notary Public for the State of N OC-In C1L t2D1(A Countyof
_I�YIS�D W do hereby certify that —13(112df Vl u1V11e.V personally appeared
before me this �o day of IJLLYU 20)9, and acknowledge t) a due expeptionof the application for
a stormwater permit. Witness my hand and official seal
SEAL
My commission expiresTl W N
ECEIVE
JUL 12 2019
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

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Burd, Tina J
From:
Burp, Tina J
Sent:
Friday, August 2, 2019 4:00 PM
To:
[e-mail], [e-mail]
Subject:
SW8 121110 - School Street Center
Attachments:
SW8 121110 - School Street Center.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on August 2, 2019 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
O NOT RESPOND TO THIS EMAIL
Best Regards,
Tina Burd
Administrative Associate II
910-796-7215
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmin ton, NC 28405
Email correspondence to and from this address is subject to the
North Caiolina Public Records Law and may be disclosed to third parties.

Hall, Christine
From: Hall, Christine
Sent: Friday, August 02, 2019 8:34 AM
To: Jason Houston .
Subject: RE: [External] School Street Center, SW8 121110
Jason,
I'm sorry I was not available yesterday. With the information provided in your email from Wednesday, I should be able
to wrap these up today.
Thanks.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
1
127 Cardinal Drive Ext.
Wilmington, NC 28405
KT_
-,"-'Nothing Compares.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jason Houston <[e-mail]>
Sent: Thursday, August 01, 2019 8:45 AM
To: Hall, Christine <[e-mail]>
Subject: [External] School Street Center, SW8 121110
Christine,
The property owner called me this morning to check on the status of the permit. He has a meeting with the Wal-Mart
people this afternoon, and was hoping to have some good news. I told Him I would check with you to make sure you
have everything you need from me. Let me know if you have any additional questions. I tried to call you this AM but it
went straight to voicemail, so I figured I would simply drop you this email instead. Thanks..
Jason Houston PE, President
Parker & Associates, Inc

Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 ext 105 - Office
Pa rkedacksonvi Ile.com

Hall, Christine
From: Jason Houston <[e-mail]>
Sent: Wednesday, July 31, 2019 9:32 AM
To: Hall, Christine
Cc: Barden Lanier; Justin Cosgrove
Subject: Re: [External] RE: mod for School Street Center, SW8 121110
We will make sure the system draws down the storage volume within 40 hours. The Adjusted Water Quality Volume is
14,917.5 Cubic Feet, converted to Gallons equals 111,590 gal, Divide that by 40 hrs = 2,789.75 gal/hr divided by 60 mins
in 1 hour = a pump that needs to deliver 46.5 gal/min. The pump we have specified can deliver in excess of 130
gal/min. We will easily be able to meet the requirement to draw down the water within 40 hrs. I will also perform a
drawdown test to ensure the pumping rate before we certify.
If you need any additional information let me know. thanks.
Jason Houston PE. President
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 ext 105 - Office
Pa rker.lacksonville.com
On 7/29/2019 3:18 PM, Hall, Christine wrote:
Jason,
That's great to have flexibility in the design. With pumped systems, the design criteria that will be used
to fine tune the system once it is constructed needs to be documented. Sand filters are required to
drawdown within 40 hours. Is your goal for the system to achieve that 40 hour drawdown? Or what
metric will you look at to ensure the requirements have been met?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwaler Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hallo) ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405

Nothing Compares....,_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jason Houston <[e-mail]>
Sent: Wednesday, July 24, 2019 1:27 PM
To: Hall, Christine <Christine.Hall @ncdenr.eov>
Cc: Justin Cosgrove<[e-mail]>
Subject: Re: [External] RE: mod for School Street Center, SW8 121110
Christine, we can certainly calculate an actual flowrate if that is what you want us to do. I had figured
that would all be a part of my Final certification if/when this gets built. I do a lot of Septic system
designs with pumps and they all require some field adjustments, that is why we always show a
valve. There is no way to 100% accurately calculate the operating nature of the pump, two of the exact
same pumps will often times have small but noticeably different pumping rates. Just like with my septic
designs we have to do a pump startup and made adjustments to the system. Of course it's much more
critical in Septic Drainfield design than stormwater, but I suspect we will fill up the pump station with
water turn the pumps on, see how much they pump and adjust accordingly.
Thanks.
Jason Houston PE, President
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 ext 105 - Office
Pa rkerJacksonvi I le.com
On 7/24/2019 12:18 PM, Hall, Christine wrote:
Thanks, I did notice the calcs. How will the gate valve be adjusted to ensure it draws
down in 40 hours? Is there a flow rate or other variable that is specified?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality

910 796 7215 office
910 796 7335 direct
Christine. hall(a)ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
<<��'Nlothing Compares.,.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] <[e-mail]>
Sent: Tuesday, July 23, 2019 3:25 PM
To: Hall, Christine <[e-mail]>
Cc: 'Jason Houston'<[e-mail]>
Subject: RE: [External] RE: mod for School Street Center, SW8 121110
Based on the attached Sand Filter Design Calcs and the highlighted t-variable in the
equation below. HydroCAD was only used to size the pump. The 2" Gate Valve on the
attached Wet Well detail can be adjusted to control the outflow rate/drawdown time.

w tet a Mee - aoo,aao b
Area tributary to sand fitter =185A21 sf
2 - DETERMINE WQV (WATER QWW Y VOWME)
Rv = 0.05 + 0.009 (1) 1= Impervious Area %
Rv = 0.05 +OAD9 (90)
RV a 0.86
WQV = Rv - Area • Desi n Rafnfa0
WQV - (0.86) - (185A21 ft-') - (L5 In) a (1/12 ftM)
WQV=19,890 ft'
WQV.4 a AcI)usted WQV = (0.75) - WQV
WQV.4 = (0.75) a 19,890 ft'
WQV.4=14,918 ft'
3 - DETERMINE THE MINIMUM SEMAENTATIOH SURFACE AREA
A. (ndn) - 4.066 • WQV ft'
As (adn) - 0A66 . 19A90 ft3
As (ndn) -1.313 ft'
:4 BEAL
34916 -
4 - DEfERI'MNE THE STORAGE OEM AND AREA OF SAND FILTER (Ar) N1NIMU1W
AI(Min)
(k)(U(he+ dj
k = PernmWf fy (use 3.5 ft/der)
ban AverW Depth Is X of how
Try 3.0 ft for he.
At (mfn) = 119.8901(2-51 = 1.712 fO
(3.5)(L66)(LS +LS)
306 Norr Bridge Street ( P.O. Bea 976 ) Jaekse iilo, NC 2BS41-0976 ) [phone]
Firm Lie"" Number F-0108I w +*rker)acksonville com
Thanks,
Justin J. Cosgrove, PE
Parker & Associates, Inc.
306 New Bridge Street
Jacksonville, NC 28546
Firm License Number- F0108
[phone] (ext. 107)
www.ParkerJacksonville.com

From: Hall, Christine <Christine.Hall @ncdenr.gov>
Sent: Tuesday, July 23, 2019 12:50 PM
To: [e-mail]
Cc: 'Jason Houston' <[e-mail]>
Subject: RE: [External] RE: mod for School Street Center, SW8 121110
Based on what supporting documentation?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hall(o)ncdenr. gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing ComparesN-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] <[e-mail]>
Sent: Tuesday, July 23, 2019 11:23 AM
To: Hall, Christine <[e-mail]>
Cc: 'Jason Houston' <[e-mail]>
Subject: RE: [External] RE: mod for School Street.Center, SW8 121110
Please see below in blue.
Justin J. Cosgrove, PE
Parker & Associates, Inc.
306 New Bridge Street
Jacksonville, NC 28540
Firm License Number- F0108
[phone] (ext. 107)
www.ParkerJacksonville.com

From: Hall, Christine <[e-mail]>
Sent: Tuesday, July 23, 2019 10:40 AM
To:[e-mail]
Cc: 'Jason Houston'<[e-mail]>
Subject: RE: [External] RE: mod for School Street Center, SW8 121110
In looking at the revised supplement, the drawdown time did not get updated. Did you
determine that it will take the pump 40 hours to drawdown the sand filter? Yes.
Please note that a request for additional information has been sent out on the adjacent
project. As we discussed in the submittal meeting, the modification to this permit will
not be issued until both modifications packages are found complete. This is done to
avoid unforeseen impacts from SW8 160501 on this project. Understood, thanks for
the update.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall cbncdenr.00v
127 Cardinal Drive Ext.
Wilmington, INC 28405
—Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] <1Coserove@parker iacksonville.com>
Sent: Monday, July 22, 2019 4:40 PM
To: Hall, Christine <Christine.Hall Oncdenr.gov>
Cc: 'Jason Houston'<[e-mail]>
Subject: RE: [External] RE: mod for School Street Center, SW8 121110
Updated excel file is attached.
Thanks,
Justin J. Cosgrove, PE
Parker & Associates, Inc.
306 New Bridge Street

Jacksonville, NC 28540
Firm License Number- F0108
[phone] (ext. 107)
www.ParkerJacksonville.com
From: Hall, Christine <[e-mail]>
Sent: Monday, July 22, 2019 3:19 PM
To: [e-mail]
Cc: 'Jason Houston'<[[e-mail]>
Subject: RE: [External] RE: mod for School Street Center, SW8 121110
I didn't see an updated supplement attached to your email. Please reflect these
updated numbers in the supplement.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall(aa)ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
0�-- -�/ Nothing Compares. ..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] <[e-mail]>
Sent: Monday, July 22, 2019 3:09 PM
To: Hall, Christine <[e-mail]>
Cc: 'Jason Houston'<[e-mail]>
Subject: [External] RE: mod for School Street Center, SW8 121110
Christine,
I've added additional info for each of your questions below in blue.

Thanks,
Justin J. Cosgrove, PE
Parker & Associates, Inc.
306 New Bridge Street
Jacksonville, NC 28540
Firm License Number- F0108
[phone] (ext. 107)
www.ParkerJacksonville.com
Forwarded Message
Subject:mod for School Street Center, SW8 121110
Date:Fri, 19 Jul 2019 20:29:19 +0000
From:Hall, Christine <[e-mail]>
To:'Jason Houston'<[e-mail]>
Jason,
I have had a chance to look at the modification to this project and have two questions I
were hoping would be easy enough to handle over email without a formal letter:
1. In looking at the calculations, I don't see where the provided volume of 21,715
cf reported in the supplement was determined. It looks like the provided
volume is 15,069 cf. Am I missing something? 21,715 CF was from the old
version of the supplement form and the original BMP design that was
previously submitted. Sorry, 1 must have missed updating that cell ... 15,069 CF
is correct.
2. Also, the supplement says the sand filter will draw down in 40 hours. However,
the hydroCAD printouts make it look like it will be pumped down before the 40
hours. Can you confirm the drawdown time? The calculations that are
provided in the old BMP Manual show using 40 hrs to calculate the sand
chamber size. Jason said that in HydroCAD he assumed 1.75 in/hr as a Rate at
which the stormwater will escape through the sand and that this seemed like
a conservative number. He is not sure what rate the old BMP assumed. I
suppose this is why there is a discrepancy. Using a Rate of 1.75 in/hr it takes
approximately 20 hrs for the sand filter to full drain down the design storm
based on the above assumptions.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — Slate Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hall(.ncdenr. gov

127 Cardinal Drive Ext.
Wilmington, NC 28405
! n-
"Nothing Compares �.�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Hall, Christine
From:
Hall, Christine
Sent:
Friday, July 19, 2019 4:29 PM
To:
'Jason Houston'
Subject:
mod for School Street Center, SW8 121110
Jason,
I have had a chance to look at the modification to this project and have two questions I were hoping would be easy
enough to handle over email without a formal letter:
1. In looking at the calculations, I don't see where the provided volume of 21,715 cf reported in the supplement
was determined. It looks like the provided volume is 15,069 cf. Am I missing something?
2. Also, the supplement says the sand filter will draw down in 40 hours. However, the hydroCAD printouts make it
look like it will be pumped down before the 40 hours. Can you confirm the drawdown time?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares. -
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Hall, Christine
From: Hall, Christine
Sent: Friday, July 12, 2019 12:36 PM
To: [e-mail]
Cc: 'Jason Houston'; [e-mail]
Subject: RE: [External] RE: Express submittal - School Street Center / Walmart
A complete package was provided for the Walmart this morning. This means that both projects will be logged in as
accepted today. If I need anything else, I will let you know!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
KT,'%'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] <[e-mail]>
Sent: Tuesday, July 09, 2019 1:01 PM
To: Hall, Christine <[e-mail]>
Cc: 'Jason Houston'<[e-mail]>; [e-mail]
Subject: [External] RE: Express submittal -School Street Center / Walmart
Christine,
Sorry to hear that but thank you for the follow up. It was nice meeting you this morning, we're looking forward to
hearing from you again regarding our modification acceptance date.
Thanks,
Justin J. Cosgrove, PE
Parker & Associates, Inc.
306 New Bridge Street
Jacksonville, NC 28540
Firm License Number- F0108
[phone] (ext. 107)

www.ParkerJacksonviIle.com
From: Hall, Christine <[e-mail]>
Sent: Tuesday, July 9, 2019 12:04 PM
To: Jason Houston<[e-mail]>; [e-mail];
[e-mail]
Subject: Express submittal - School Street Center / Walmart
Gentlemen,
It was a pleasure to see you today at the submittal meeting for the modification to School Street Center. As promised,
I'm following up with the outcome of the submittal meeting for the modification to the Walmart site. During that
submittal meeting, it was found that key pieces were missing which prevented me from accepting the package
today. They hope to obtain those items and re -submit the package by Friday. If so, I will accept the modification to
School Street that same day.
If anything changes, I will let you know.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
c h ri st i n e. h a l l (a),n c d e n r. g ov
127 Cardinal Drive Ext.
Wilmington, NC 28405
-5�1-Nothing Compares. -,-.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

C'_XI
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9 P ARK ER & ASSOCIATES , INC
..
J ACKSONVILLE, NORTH CAROLIN
July 9, 2019
Ms. Georgette Scott
NCDENR — DEMLR — Land Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
JUL 12 204
RE: School Street Center
Onslow County, NC
Express Stormwater Permit Mod. Submittal
Permit #SW8121110
Dear Ms. Scott,
Please find enclosed the following items related to the Stormwater Permit Modification Submittal for
the above referenced project:
1. Two (2) sets of sealed Plans (Sheets 1 & 2)
2. One (1) original and One (1) copy of the Stormwater Management Permit Application Form
3. One (1) original Sand Filter Supplement Form
4. One (1) original Sand Filter Operations and Maintenance Agreement Form
5. One (1) copy of the Sand Filter Calculations
6. One (1) copy of the Stormwater Narrative
7. One (1) check in the amount of $4,000.00 for the Express Process Application Fee (Major
Modification/ High Density).
8. One (1) copy of the USGS Map with %z mile delineation.
If you have any questions or need any additional information, please contact me.
Sincerely,
PARKER & ASSOC "47E C.
Jas A. Houston, PE
Enclosures
xc: Mr. Barden Lanier, PLS (w/paperwork)
CF (P), JJC
JAH/jjc
\\DRAFTING_SERVER\Projects\Engineering\JJC\School Street Center\Scott.School Street Center.SWSub.07.08.19
306 New Bridge Street I P.O. Box 976 I Jacksonville, NC 28541-0976 I [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

EXPRESS REVIEW
STORMWATER MODIFICATION NARRATIVE
SCHOOL STREET CENTER
MAY 2019
School Street Center (SW8 121110) is an existing permitted sand filter project that
has not been constructed. The developer/owner has made an agreement with the adjacent
landowners to allow them to construct a road through his project area. In consideration
of this, the adjacent land owner (Wal-Mart) has agreed to modify the property boundaries
to evenly trade the same amount of land to Mr. Lanier (School Street Center
Development). This modification will attempt to accomplish two items. 1) Revise the
project area, that has been revised based on the above description, and 2) Change the
geometrical shape of the permitted sand filter.
The sand filter was designed and permitted in 2013 and as such we will be
following the same design criteria today. We will not be adding any additional BUA nor
will we be increasing the project drainage area. The reason we need to modify the sand
filter is because the new road connection actually goes through the sand filter location.
C 1.2019.1'ORMS. SCIi00LS'rREETCL'N'I'ER-LAN IER.NA RRA'rivI's.051019
ECEPVE
JUL 12 2019
BY.

MJPARKER & ASSOCIATES, I N C .
ACKSONVILLE, NORTH CAROLINA
SAND FILTER DESIGN CALCULATIONS
November 2012
Revised July 2019
School Street Center `\01111It///,/
1— PROPOSED IMPERVIOUS
Surface Area = 166,518 sf
Area tributary to sand filter = 185,021 sf
2 — DETERMINE WQV (WATER QUALITY VOLUME)
Rv = 0.05 + 0.009 (1) 1 = Impervious Area %
Rv = 0.05 + 0.009 (90)
Rv = 0.86
WQV = Rv * Area * Design Rainfall
WQV = (0.86) * (185,021 ft.z) * (1.5 in) * (1/12 ft/in)
WQV = 19,890 ft3
WQVadj = Adjusted WQV = (0.75) * WQV
WQVadi = (0.75) * 19,890 ft3
WQVadj = 14,918 ft3
3 — DETERMINE THE MINIMUM SEDIMENTATION SURFACE AREA.
As (min) = 0.066 * WQV ft3
As (min) = 0.066 * 19,890 ft3
As (min) = 1,313 ft2
•a SEAL
34978 —
\00
4— DETERMINE THE STORAGE DEPTH AND AREA OF SAND FILTER (AF) MINIMUM
Ai min) = (WQV) d )
(k)(t)(ho + of)
k = Permeability (use 3.5 fit / day)
t = Time to drain to WQV through the media filter (40 hrs or 1.66 days) Aft
���
df= Depth of Sand Filter media (1.5 ft min) #vE
he= Average Depth is % cf hmex JLI 12
20t9
Try 3.0 ft for h,„ox ey,•�_
Af (min) _ (19,890)(1.5) = 1,712 ft2
(3.5)(1.66)(1.5 +1.5)
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

School Street Center
Sand Filter Design Calculations — Revised July 2019
Page 2
5 — CHECK DESIGN RESULTS AND STORAGE VOLUME
Area of Sand Filter:
Af (min) = 1,712 ftZ
1,722 ft2 > 1,712 ftZ OK
Area of Sediment Chamber:
A, (min) = 1,313 ftZ
1,334 ftZ > 1,313 ftZ OK
Water Quality Storage Volume
WQVadi = 14,918 ft3 (1.5")
(5:1 Approach Slopes)
Area at Elevation 27.0 = 4,880 ftZ
Area at Elevation 28.0 = 4,990 ftZ
Area at Elevation 29.0 = 5,078 ftZ
Area at Elevation 30.0 = 5,144 ftZ
Average Area = 5,023 ftZ
Storage Volume = 5,023 ftZ * 3.0 ft = 15,069 ft3 jut�r�E
12 2019
BY._
15,069 ft3 > 14,918 ft3 (min) O.K.
6 — SAND FILTER ROUTING
Pre -development discharge, Post Development Q (CFS) and Post Development
discharge. See attached HydroCAD Pond Routing Diagram and Calculations.
ASSUMPTIONS
CN Values — 98 for impervious surfaces
— 55 for pervious surfaces areas, see charts for hydrologic soil group and use
A composite CN number is calculated for use in the development of the Runoff Depth (Q).
The composite CN number is calculated by a weighted average of each surface area.
CN,A1+ CN2A2... CNnAn
CAS=
A,+ A2... An

School Street Center
Sand Filter Design Calculations — Revised July 2019
Page 3
CND = Composite Curve Number
CNl- CN = Individual CN Numbers
Al- A = Area associated with each CN value
TIME OF CONCENTRATION
There are several methods available for determining the time of concentration for a
watershed.
Because of the small size of our project, the minimum time of concentration is used at 5min.
POST -DEVELOPMENT CONDITIONS
Q runoff depth = (P-0.2S)2where P = precipitation (inches)
P+0.8S
Precipitation for our site in Swansboro is = 3.53 inches
Weir Flow = Q = a Cd 29 * L * H3/2
Where Q = CFS
L = Crest length
H = Head above crest elevation
g = Gravitational Constant
Cd = Discharge coefficient
Orifice Flow = Q = Cd a 2gh
Where Q = CFS
Cd = Discharge coefficient (o.6 default)
a = Submerged Area
h = Effective head
Storage Indication method, conservation of mass
I — 0 = of or IDt — OAt = AS
I = Inflow rate

School Street Center
Sand Filter Design Calculations — Revised July 2019
Page 4
O = Outflow rate
Ot=Time increment
Os = Change in storage
Substitute a beginning and end of the At (time interval) yields
11+ 12 At - 01+ 02 At
2 2
Rearranged Results
11 2 12 At + (S1 — Z10t) _ (S2 - 21 Ot) _ (S2 + z2 Ot)
Storage Indication Value
This value can be calculated at any stage (elevation) using the previously calculated stage storage
(pond volumes) and stage discharge (weir flow and orifice outflow).
METHOD
1) The sand filter's stage discharge relationships are calculated based on the outlet devices
2) The stage storage is determined based on pond dimensions
3) Stage discharge and stage storage curves are used to create a storage indication curve
4) Pond routing is performed by using a time span and time increment. At each point in time a
storage indication value is calculated based on the current inflow, plus the previous inflow,
outflow and volume in the pond
5) The current storage indication value and the storage indication curve are used to determine the
new elevation
6) Using the new elevation, the stage storage and stage discharge curves are consulted to
determine the new storage and discharge
7) This process is repeated for all points in the inflow hydrograph creating an outflow hydrograph.
For this project the dt = 0.04 hrs with a time span from 2 to 22 hrs = 20 hours. This equates to
more than 500 total calculation points to develop the outflow hydrograph.
The following is the output from the computer model that follows the previously outlined methods.
\\DRAFTING_SERVER\Projects\Engineering\11C\School Street Center\SchoolStreetCenter.Calc11.2.12. Rev.7.08.19

School Street Center
Prepared by Parker & Associates, Inc
HydroCAD® 10.00-12 s/n 05202 © 2014 Hi
Area Listing (all nodes)
Area
CN Description
(acres)
(subcatchment-numbers)
3.823
98 Impervious (1s)
0.425
55 managed area (1s)
4.247
94 TOTAL AREA
Printed 6/15/2015

School Street Center Type lI 24-hr 1 Year 24-HR Rainfall=3.53" Prepared by Parker & Associates, Inc
H droCADO 10.00-12 s/n 05202 © 2014 H droCAD Software Solutions LLC Printed 6/15/2015
Pa e 3
Time span=2.00-22.00 hrs, dt=0.04 hrs, 501 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment IS: Project Site Runoff Area=185,021 sf 90.00% Impervious Runoff Depth>2.78"
Tc=5.0 min CN=94 Runoff=20.35 cfs 0.985 of
Pond 2P: Sand Filter Peak Elev=30.46' Storage=17,455 cf Inflow=20.35 cfs 0.985 of
Primary=0.23 cfs 0.288 of Secondary=15.55 cfs 0.360 of Oufflow=15.79 cfs 0.647 of
Total Runoff Area = 4.247 ac Runoff Volume = 0.985 of Average Runoff Depth = 2.78"
10.00% Pervious = 0.425 ac 90.00% Impervious = 3.823 ac

School Street Center
Prepared by Parker & Associates, Inc
HydroCAD® 10.00-12 cin m2m n )n,A U.
Type // 24-hr 1 Year 24-HR Rainfall=3.53"
^ Printed 6/15/2015
Summary for Subcatchment 1S: Project Site
Runoff = 20.35 cfs @ 11.95 hrs, Volume= 0.985 af, Depth> 2.78"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 2.00-22.00 hrs, dt= 0.04 hrs
Type If 24-hr 1 Year 24-HR Rainfall=3.53"
166,518
98 Impervious
185,021 94
18,503
166,518
Weighted Average
10.00% Pervious Area
90.00% Impervious Area
Tc Length Slope Velocity Capacity Description
min (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry
Subcatchment IS: Project Site
Hydrograph
2035
22 .cfs
20 Type II 24-hr
_ Y
18 1Yea"r 24-HR Rainfall=153"
16 Runoff Area=185,021 sf
y 14
RRunoff unoRDffe 0 9
-85 of
12 epth>2.78"_
Tc=5.0 min
0 10 CN=94
LL
8
6
4
:
2
2 3 4 5 6 7 8 9 1011 12 1314 15 16 1718 19 20 21 22
Time (hours)
❑ Runoff

School Street Center
Prepared by Parke_ r & Associates, Inc
Type 11 24-hr 1 Year 24-HR Rainfall=3.53"
_ Printed 6/15/2015
Summary for Pond 2P: Sand Filter
Pump to be Hydromatic SP50 Dewatering Pump
Single Phase,
115v, 0.5HP
Inflow Area =
Inflow =
4.247 ac,
20.35 cfs @
90.00% Impervious, Inflow Depth > 2.78" for 1 Year 24-HR event
11.95 hrs, Volume=
Outflow =
Primary =
15.79 cfs @
0.23 cfs @
12.02 hrs, Volume=
12.02 hrs, Volume=
0.985 of
0.647 af, Atten= 22%, Lag= 3.8 min
Secondary =
15.55 cfs @
12.02 hrs, Volume=
0.288 of
0.360 of
Routing by Stor-Ind method, Time Span= 2.00-22.00 hrs; dt= 0.04 hrs
Peak Elev= 30.46' @ 12.02 hrs Surf.Area= 5,111 sf Storage= 17,455 cf
Plug -Flow detention time= 130.6 min calculated for 0.647 of (66% of inflow)
Center -of -Mass det. time= 46.7 min ( 808.7 - 762.1 )
#1 26.99'
20,208 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sg-ft)
(cubic feet)
(cubic feet)
26.99
1,722
0
0
27.00
4,880
33
33
28.00
29.00
4,990
5,078
4,935
4,968
30.00
5,111
5,034
5,095
10,002
15,097
31.00
5,111
5,111
20,208
#1 Primary 24.00' Pump --
Discharges@28.00'
4.0" Diam. x 100.0' Long Discharge, Hazen -Williams C= 150
Flow (gpm)= 0.0 40.0 80.0 100.0 120.0 140.0
Head (feet)= 30.00 25.00 18.00 15.00 12.00 7.00
-Loss (feet)= 0.00 0.11 0.38 0.58 0.81 1.08
#2 Device 1 26.99' 1.7150 ft in/hr Exf ltra on over Surface14.42 5.92
Conduct
y to Groundwater
#3 Secondary 30.00' 20.O' long 'ltx 5.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65
2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88
Primary OutFlow Max=0.23 cfs @ 12.02 hrs HW=30.43' (Free Discharge)
' 1- Pump (Passes 0.23 cfs of 0.31 cfs potential flow)
2=Exfiltration ( Controls 0.23 cfs)
Secondary OutFlow Max=14.03 cfs @ 12.02 hrs HW=30.43' (Free Discharge)
3=Broad-Crested Rectangular Weir (Weir Controls 14.03 cfs @ 1.65 fps)

School Street Center
Prepared by Parker & Associates, Inc
Type/1 24-hr 1 Year 24-HR Rainfall=3.53"
Printed 6/15/2015
❑ Inflow
C Outflow
CJ Primary
❑ Secondary
2 4 6 8 10 12 14 16 18 20 22
Time (hours)

SOSID:0011774
Date Filed: 4/25/2019 11:59:00 PM
Elaine F. Marshall
° BUSINESS CORPORATION ANNUAL REPOR` North Carolina Secretary of State
C2019 115 00262
tort,
NAME OF BUSINESS CORPORATION: Benchmark Development Corporation
SECRETARY OF STATE ID NUMBER:0011774
REPORT FOR THE FISCAL YEAR END: 12/31 /2018
SECTION A: REGISTERED AGENT'S INFORMATION
STATE OF FORMATION: NC Filing Chuss Use Drily
RINK
, - Changes
1. NAME OF REGISTERED AGENT: BARDEN LANIER
2- SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS 8 COUNTY 4- REGISTERED OFFICE MAILING ADDRESS
239 New Bridge Street 239 New Bridge Street
Jacksonville, NC 28540 Onslow Jacksonville, NC 28540
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Land Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS 3 COUNTY 6. PRINCIPAL OFFICE MAILING ADDRESS r
239 New Bridge Street 239 New Bridge Street
Jacksonville, NC 28540 ONSLOW Jacksonville, NC 28540
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E)
NAME: B Barden Lanier NAME: Brent A Lanier
TITLE: President
ADDRESS:
ECEIVE..
JUL 12 2019
BY: V
NAME: Dwight B Lanier
TITLE: Treasurer TITLE: Vice President
ADDRESS:
ADDRESS:
239 New Bridge Street 239 New Bridge Street 239 New Bridge Street
Jacksonville, NC 28540-1237 Jacksonville, NC 28540-1237 Jacksonville, NC 28540-1237
SECTION D: CEEMEICADON !2F-ANNUAL REPORT, Section D must be completed in its entirety by a person/business
entity.
n SIGNATURE
Form must be signed by an officer listed under Seafion C of this form.
'- DA11T
B Barden Lanier President
Print or Type Name of Officer Print or Type Title of Officer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 2752"525

C201809600749
10-2017 BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: KEYSTONE CONTRACTORS, INC.
SECRETARY OF STATE ID NUMBER: 0245068 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12 31 17
SECTION A:
1. NAME OF REGISTERED AGENT: BARDEN LANIER
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SOSID: 0141068
Date Filed: 3/19/2018 11.59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2018 096 00749
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS 8 COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
239 NEW BRIDGE STREET 239 NEW BRIDGE STREET
ONSLOW JACKSONV NC 28540 JACKSONVILLE NC 28540
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: REAL ESTATE DEVELOPMENT
2. PRINCIPAL OFFICE PHONE NUMBER: 910-455-3889 3. PRINCIPAL OFFICE EMAIL
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
239 NEW BRIDGE STREET 239 NEW BRIDGE STREET
ONSLOW JACKSONV NC 28540 JACKSONVILLE NC 28540
t
6. Select one of the following if applicable. (Optional see instructions) ECEIV E -
❑ The company is a veteran -owned small business JUL 12 2019
❑ The company is a service -disabled veteran -owned small business
BY:�_
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: B. BARDEN LANIER NAME: BRENT A. LANIER NAME: DWIGHT B. LANIER
TITLE: PRESIDENT TITLE: VICE PRESIDENT TITLE: SECRETARY
ADDRESS: 508 HARBOR VIEW ADDRESS: 329 FOSTER CREE ADDRESS: 316 FOSTER CREE
SWANSBORO SWANSBORO SWANSBORO
NC 28584 NC 28584 NC 28584
i
SECTION D: CERTIFIC
/ TION OF ANNUA REPORT. Section D must be completed in its entirety by a person/business entity.
�%Y11
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this forth.
B. BARDEN LANIER PRESIDENT
Print or Type Name of Bf rter Prim or Type Title of OKcer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: Secretary of State, 6uvnoss Registration Division, Post Office Boa 29525, Raleigh, NC 27626-0525

D
(� NON 213 9 PACE 141
aa,ae txtmn fayw/doaa
sW3.0o
14
�
Real Estate
T" EnNa Tsx
e'
Excise Tax $14.00 I Romrd'vigTlme. Book and Wake .
Tax La No. Pared Wentifier No.
Verified by Cowry an the_ day of 2W3
Mail after recording m Bwdm Lanier 219 New Bridge Sreet Jacksonville, NC 28540
This insmanrnt was MFud by Lanier & Founam. 114 Old Bridge Street, Jacksonville NC 28SWihv
Brief Dmaipan for she'vdu Trand 1 & Tmed 2 : Map Book 45 Page 94 Slide 7ms dead psoraaeA to
The Dade. Ca �Muss�OIDtsL
Da4l�'a7f�
NORTH CAROLINA GENERAL WARRANTY DEED
GRANTOR GRANTEE
-A LTON C. DAVIS BENCHMARK DEVELOPMENT CORPORATION
and wife, a Norda Cmoli m corporadon
L OUISE M. DAVIS
Eller in aomomiate block for each party: name. address, and, if opproprlate; chat tter of entity. e.g.• corporation or partnership.
The desigmtim Gramm and Groom as used herein shall include sad panic, their hebt, staeessms, and assigns, and shall include
singular, plural rnauvline, femWm or muter as required by toraesa
WITNESSEIH,that theGraram, fora valuable ooaideration paid bylheGrantee, the receiptofwhich is herebyocknowldged. has and
by them paenta does gent, bargsim sell adoonvey onto the Gran in fee simple all that certain la aparcel of lad shuatcd in the
Ciry of, Swansbao Township, Onslow Cowry, North Carolina and amp particularly described a follam:
Being oil of Trier 1 and Trot 2 as shown an plat entitled "Re arnbirmtion Plat for Benndmmrk Devekfprnms Corp' prepared by Lank
Stwcy ftCanpmy dad Sepbm6a 24,2001 ad sexotdd in Map BoNt45. Page 94, Slide K•2000 in ftOnslow Cowry Registry.
Stmjoa W enaanbmanq eamrmq ed ratrkriaro Vmyeppemvrg of road
JUL 12 2U19, .
BY

ION 2139 PAR l48
The property hercumbuve described uas unpaved by Oranbe by insbumrnt worded in Back � Page
A map showing the above described popery is rtoeded in Map Book � Page
TO HAVE AND M HOLD the aforesaid lot or parcel of Itod and all privikgea end appurtenances thereto belonging to the Grodce
in fee sfrtgtk
And the GanWr covOcem, with the Grants, that GwIm k: aeimd of the premiss in fed simple, has the right to convoy the same in
fce simple, that title is marketable sand lice said clear of all enaanbsatcm and that Grantor wit] wamN and defend the title against the
lawful claims of all persons whomwever except lb, the excrptlom he ncinafter stood.
Title to the pop ey heroinabove described is subject to the following exceptiom:
Subject to the following: En,,an mis appearing of record. in cusernems, nstrictim4 Warty. aPPcwmg of retard and such other
naners as nay be shown by an acetaoe and current survey of the property.
IN WI MESS W I IEREOF, the Grantor has hereto sal her band and "L or if corporate, has -- this instrumst m be
signed in its corporate name by its duly audarvxd officer,: and its seal to be hereunto alTucd by authority of its Board of
Direcwrs, the day and year fuo above written.
(Corporate Name)
By:
President
ATTEST:
(Corporate Seal)
a
6x�L kyFe STATE OF -.North Caro]ua COUNTY OF: Onslow,
9 •' -' •.b 1, the undersigned, a Now public of the County and Sate aforesaid, certify that Atan C. Dover
S 'jS i('R and Louise M. Davis, GnmMM personally eppsted before me this day and act wlodgd the
�' Y •: p
Y. x x se exawion o(Ure foregoing instrument. Witness my hand and official same or seal, this �_ day
..2to orat>bQ.zooz.
ryS�Vt� My commission expires: i'
wmam
Noary Public
'IM foregoing Cenifima(s) of JESSICA L. WEBB
isime oenihed to be mrrKl. Thu vamuramterd this co lif c tune duly registered othedoe and time and in the Book and Page Down
on the�osWeAt M �/i
x. ,ii•A � REGI iTER OF DEEDS FORONSLOY COUNTY
By Dcpty/Assisant-Register of Deeds.
JUL 12 2019

Islio-d I86IgBII1111lt;pitNmlIIBpY911191 11
woleelle.r Doc ID: 007072600002 TYDe: CRP
Recorded: 12/29/200e ac 02:19:33 PM
Syryy Fee amt: 6",Do Page 1 of 2
liftlessla Excise Tex: E0.00
�" DneloM pDOnty rrc
Rebecca L. Pollard Req, of Deeds
BK3163 pa522-523
This deed presented to
The p5 W D Tact PMeC
Date - 4 Ili ,nn
NO SEARCH. -...NOT CERTIFYING
This codifies that there are no delinquent as valorem taxes, or
other taxes which the Onslow County Tax Collector is changed �1 ggg
with collecting, that are a lien on I '�
Parcel Identification Number: 131CI '9 3
This is net diIi n Uat this Onslow County Parcel
to li m etches this dead Descrip��ft�io�nn "'Al
Tax Collections SlaKSignature care
4 O�
a."
West
' ECEIVE'
JUL 12 2019
BY.. -
This instrument was prepared by: Lanier, Fountain 8 Ceruzzi, 114 Old Bridge Street, Jacksonville, NC 28540/dh
QUITCLAIM DEED-QD-1 J664a tp5
STATE OF NORTH CAROLINA, ONSLOW COUNTY
IN
THIS DEED, Made and entered into this ,� day of December, 2008, by and between BDC BUILDERS.
INC.. a North Carolina Corporation , hereinafter called Grantor, and KEYSTONE CONACTORS. INC., a North
Carolina Corporation, hereinafter called Grantee, whose permanent mailing address is PO Box 1237, Jacksonville, NC
28541;
WITNESSETH:
That said Grantor, for and in consideration of the sum of One Dollar ($1.00) to them in hand paid, the receipt of
which is hereby acknowledged, has remised and released and by these presents does remise, release, convey, and
forever quitclaim unto the Grantee, his heirs and/or successors and assigns, all right, title, claim and interest of the
Grantor in and to a certain lot or parcel of land lying and being in Swansboro Township, Onslow County, North
Carolina, and more particularly described as follows:
To reach the Point of Beginning, commence at a P.K. Nail located where the center line of NC Highway 24
(a.k.a.West Corbett Ave) intersects the centerline of N.C.S. R. 1445IDA a. Norris Road). Thence North 61 degrees 57
minutes 08 seconds West, a distance of 437.41 feet to a N.C.G.S. monument "Davis", thence North 65 degrees 18
minutes 06 seconds West, a distance of 61.20 feet to an iron stake located in the Southern right of wayof NC Hwy24,
Zeta Tolson Sanders Trustee Eastern most corner, thence along the said Southern right of way of NC Hwy 24, South
56 degrees 29 minutes 35 seconds East a distance of 450.00 feet to a point in THE TRUE POINT OF BEGINNING.
Thence from the TRUE POINT OF BEGINNING and with the said Southern right of way of NC Highway 24,
South 56 degrees 29 minutes 35 seconds East a distance of 161.11 feet to an iron Stake, the Northern most comer of
the Craig A. Rigsbee and Estes H. Rigsbee property as per Deed Book 894, Page 567.
Thence with the said Rigsbee line South 35 degrees 04 minutes 24 seconds West a distance of 304.83 feet to
a concrete monument, the Eastern most corner of the Onslow County Board of Education property as per Deed Book
1912, Page l00.
Thence with the said Board of Education line, North 56 degrees 22 minutes 57 seconds West a distance of
152.80 feet to a point.
Thence North 33 degrees 30 minutes 26 seconds West a distance of 303.35 feet to the point and place of
beginning. Containing 1.10 acres and being part of Tract I as shown on a map entitled, 'Recombination Plat for
Benchmark Development Corp.' and recorded in Map Book 45 Page 94 of the Onslow County Registry.
Subject to encumbrances, easements and restrictions appearing of record.

To have and to hold the aforesaid lot or parcel of land and all privileges thereunto belonging to it, the Grantee,
its heirs and/or successors and assigns, free and discharged from all right, title, claim or interest of the Grantor or
anyone claiming by, through or under it.
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.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in its corporate name by its
duly authorized officers, the day and year first above written.
BDC BUILDERS, INC.
t A North Carolina rporation
BY:-_��`'��(/f G- /_" (SEAL)
Name: bf/ rC
Title: ✓y
SEAL -STAMP STATE OF N TH NC
')LINA
COUNTY OF �-7(1 jbLt
I certify that the following person personally appeared before me this day, acknowledging to
me that hslgne the foregoing instrument in the capacity indicated thereon:
i�rif(1F.t 1 )le —
Date: I f,
My Commission expires: 'dc)I It
0'
Notary Public
Print Name: Dix) ()A L -" Atk 11
=Onslow
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NACliantsV6Clienl Veyslone Contractors PartnamhtirQuilclaim Deed.doc
JIcEsVEF
Ij
UL 12 2019
BY

For DEO Use ONLY
'
Ravrswx: (I V
North Carolina Department of Environmental Quality
subSubmit7/r
Request for Express Permit Review
Time: _ Q
Confirm-
FILL-IN all the Information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity map
(same items expected hi the applicaton,
package of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-296.4698;alison.davidsonahcdenrpov
Provided Permits -
his Pro
related to this Protect
t
• 'Winston-Salem, Fayetteville or Raleigh Regions -David Lee 9f9 791 42tT4; david.lee(1>ncdenr:gdv
• 1 Washington Region -Lyn Hardison 252-948.3842 or lyn.hardisonfg3ncdm epov
-
Sw
p
• Wilmington Region -Cameron Weaver 910.196.7265 or cameron.weaveiftcdencgov,
r �
'
NOTE. Project application received after 12 noon will be stamped in the following work day.
V
SW V
NPDES_
_ % / ! @Lh
^`
NPDES _
Project Name: SCHOOL -STREET CENTER County: ONSLOW
WO
Applicant: BARDEN LANIER Company:, BENCHMARK DEVELOPMENT CORPORATION
WQ
Address;PO BOX 1237 City- JACKSONVILLE State: NC Zip: 28541-_
E&S
Phone: [phone] Fax: _ _ Email: [e-mail]
E&S
_,
Physical Location:WEST CORBETT AVENUE
Other
Project Drains into UT TO HALLS CREEK waters - Water classification SA: HQ W (DWR Surface Water,
—
Classifications Mao)
Projedt Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within % mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: JASON A. HOUSTON Company: PARKER & ASSOCIATES, INC.
Address: 306 NEW BRIDGE STREET City: JACKSONVILLE State: NC Zip: 28540-_
Phone: [phone], Fax: _ _ _, Email: [e-mail]
C V G �/ G
E C E IV E
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$_ #_JOBS MAY 14 2019
SECTION ONE: REQUESTING A SCOPING:MEETING.ONLYI
ElScoping Meeting ONLY ❑ OWR, ❑ DCM, ❑ DEMLR, ❑ OTHER: _ BY.
SECTION TWO: -CHECK ONLY THE PROGRAM (Sl YOU ARE REQUESTING FOR EXPRESS PERMITTING,
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other # Treatment Systems / ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8121110 (Provide permit#)
❑ Coastal Management El
g Excavation & Fill Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
Land Quality -®-Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. -(for DEQ use))
SECTION THREE - PLEASE CHECK ALL.THAT IS APPLICABLE TO YOUR PROJECT (for both scoginpand express meeting repuestl'
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No
Received from US ACOE ❑ Yes ® No
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wi US ACOE: ® Yes ❑ No Permit
For DEQ use only _.. —
FeeSplBformuldplepenrift(Check# - - -1- Total FeeAmount$
-
-"SUBMITTAL DATES -
Fee - - -
--
SUBMITTAL DATES
Fee
CAMA--
$
Variance( Maj; Min)
:i$
SW Ll HD, LJ LD, LJ Gen)
$
1401; -
$
LDS
$ I
Stream Deter`
$
NCDEQ EXPRESS August 2018

EXPRESS REVIEW
STORMWATER MODIFICATION NARRATIVE
SCHOOL STREET CENTER
MAY 2019
School Street Center (SW8 121110) is an existing permitted sand filter project that
has not been constructed. The developer/owner has made an agreement with the adjacent
landowners to allow them to construct a road through his project area. In consideration
of this, the adjacent land owner (Wal-Mart) has agreed to modify the property boundaries
to evenly trade the same amount of land to Mr. Lanier (School Street Center
Development). This modification will attempt to accomplish two items. 1) Revise the
project area, that has been revised based on the above description, and 2) Change the
geometrical shape of the permitted sand filter.
i�t �.�.ij
sand filter was designed and permitted in 2013 and as such we will be
iC
t (`la ;following the;same design criteria today. We will not be adding any additional BUA nor
r will we be increasing the project drainage area. The reason we need to modify the sand
wa
filter is because the new road connection actually goes through the sand filter location.
C 1.2019.FORMS.SCHOOLSTREETCENTER-LANIER.NARRATIVE.051019

NIF
WAWAARTREALESTATE RUSD\�Ess_
TRUST
D.B.4827 P403
LOT I
MA73 PJ92
N/F
WAL-MARTREAL ESTATE BUSINESS
TRUST
DA45Z7 PA03
LOT 2
AL8.73 P192
SmA Fftw
N/F
BENCHMARK DEVELOPMENT CORP.
D11.2139 P.747
Trwt 2
MLB.72 P.43
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O.B.1912 P.100
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BENCHMARK CORP., ![ N/F
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b.S!�239P.74 4
Thw! 28 1 OEYELOPMD
fiL&56 P.194 &21391
W. CORBETT AVENUE
NC HIGHWAY 24
1001 R/W
MUT MAP
Sard
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239 New Bridge Street
SWANSBOR0 TWP.; ONSLOW COUNTY, NORTH CAROUNA
3acksonvfile, North Carollna28S40
GRAPHIC SCALE: I"=100' oil 16/19
PARKER & ASSOCIATES INC.
Scale: 1"=100'
Engineers - Surveyors - Planners
50 100 -200 Disk Name: Acad 2850
300 � . Jacksonville, North Carolina
Filename: School Street - SW lblL]dWg Drawn: KH1W P.O. Box 976 - 306 Now Bridge Street - 281540
_liilllls
Phone (910) 45S-2414 - www.Parker.locksorwille.com
-FEET 'lob No - S390507-7070 —N.C. .Firm
Nmber: F-0108
WF
ZETA TOLSON
SANDERS
0.0.1547 PMS

Weaver, Cameron
From: Jason Houston <[e-mail]>
Sent: Monday, May 13, 2019 6:01 PM
To: Weaver, Cameron
Cc: Hall, Christine
Subject: [External] School Street Center - Onslow County, NC
Attachments: SKM_C45819051317490.pdf
Cameron,
Please see attached Request for Express Permit Review and Narrative on the above -referenced project.
Please contact me if you have any questions or need additional information.
Jason A. Houston, PE
President / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
Pa rkerJacksonvi I le.com
Q Virus -free. www.avast.com
t

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, June 5, 2018 2:04 PM
To: '[e-mail]'
Cc: Hall, Christine; Georgette Scott
Subject: RE: [External] School Street Center (SW8 121110) & Swansboro Walmart (SW8 160501)
Email address typo. Resending.
From: Johnson, Kelly
Sent: Tuesday, June 5, 2018 2:03 PM
To:'[e-mail]' <[e-mail]>
Cc: Hall, Christine <[e-mail]>; Georgette Scott <[e-mail]>
Subject: FW: [External] School Street Center (SW8 121110) & Swansboro Walmart (SW8 160501)
Mr. Lanier,
The devil will be in the details for this. It will require at least two modifications (Walmart/SW8 160501 & School Street
Center/SW8 121110). But, Walmart is a subdivision and so if this change will impact any of the offsite parcels' permits
then'those would have to be modified as well. Another thing to consider would be whether or not there is enough room
in the systems for SW8 160501 & SW8 121110 to accommodate the change. (I am not sure if this is a 1:1 impervious
area exchange or not?) You will also need to consider if any changes are needed to the deed restrictions for Walmart.
The language that you are looking for to include in the deed will be determined during the permit reviews to modify the
various permits. The Swansboro Walmart (SW8 160501) is actually in-house and in review currently. My coworker,
Christine, is working on that one. The change they are making right now does not include the change for the access road
that you are describing, and so it would have to be issued and then it can be modified again. You will want to modify the
various permits prior to exchanging the deeds so that all of this can be worked out. (It is actually required by Section
II(6) of your permit.)
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
d. Filling In, altering, or piping of any vegetative conveyance shown on the
approved plan.
If you have further questions, please let me know.
Kelly
From: Scott, Georgette
Sent: Tuesday, June 5, 2018 7:13 AM
To: Johnson, Kelly <[e-mail]>
Subject: Fw: [External] SW8 121110 & WALMART (SWANSBORO) SW8 ?

Kelly, I have an appt this morning and won't be in till this afternoon. Please take a look at this and get back
with Mr. Lanier.
thank you
Georgette
From: Barden Lanier <[e-mail]>
Sent: Monday, June 4, 2018 5:58 PM
To: Scott, Georgette
Subject: [External] SW8 121110 & WALMART (SWANSBORO) SW8 ?
Georgette,
I hope you can advise on this matter.
Attached is a recombination plat showing the tracts of land that will be exchanged between WAL-MAR and
(KCI) Keystone Contractors Inc.
The Swansboro Walmart store is open and an operating business. Walmart will extend Norris Rd to their site.
KCI will convey to WAL-MART a 0.46 acre tract for extending Norris Rd. The runoff from the 0.46 acre will be
treated by Walmart storm water facilities.
WAL-MART will convey KCI a 0.44 acre tract. The 0.44 acre tract will be recombined with the remaining
portion of the KCI tract located on the east side of the
the Norris Rd extended. It will have a total area of 0.83 acres tract. The runoff from the 0.83 acre tract will be
piped under Norris Rd. extended and will be treated by the SW8-12110 facility.
Can the Stormwater permits be modified so that each owner will be responsible for the treat their respective
runoff?
Deed will be exchanged soon and I would like advice/information for the language that can be put in the deed
that will meet the Division of Water Quality requirement and standards.
Any advice and recommendations would be appreciated.
Thank you,
Barden Lanier
PO Box 1237
Jacksonville, NC, 28541
[e-mail]
910-455-3889
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