SW8160910_HISTORICAL FILE_20161021

PERMIT NO.
DOC TYPE
STORMWATER DIVISION CODING SH
POST -CONSTRUCTION PERMITS
r
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I a01 b I0 Q I
Ir"iiilk",I!,1919]

tt
Energy, Min era I &
Land Resources
ENVIRONMENTAL QUALITY
October 21, 2016
PAT McCRORY
Governor
DONAL.D R. VAN DER VAART
Secretary
William W. Schoettelkotte, Manager
1VC.M[ Enterprises, LLC
305 Colonial Dr.
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SW8 160910
Enterprise Drive Self Storage
Iligh Density Wet Detention Pond Project
Brunswick County
Dear Mr. Schoetlelkotte
TRACY DAVIS
Director
The Wilmington Regional Office received a complete Stormwater N.Tanagement Permit Application for
the Enterprise Drive Self Storage on October 18, 2106. Staff review of the plans and specifications has
determined that the project, as proposed; will comply with the Stormwater Regulations set forth in "Title
15A NCAC 21-1.1000 and Session I,aw 2008-211. We are forwarding Permit No. S1t'8 160910 dated
October 21, 2016, for the construction, operation and maintenance of the BMJ1"s and built -upon areas
associated with the subject project.
This permit shall be effective from the date of issuance until October 21, 2024, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BNIP(s), recordation of deed restrictions,
certification of the BI1IP's, procedures for changing ownership, transferring the permit, and renewing the
permit, Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BNIP's, to transfer the permit, or to renew
the permit; will result in future compliance problems.
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
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAl-I within thirty (30) days of receipt of this permit. You should contact the OA.1-1
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.NTCOAH.com, Unless such demands are made this permit shall be filial and binding.
If you have any questions, or need additional information concerning this matter, please contact Cbristme
Hall in the 1V lmington Regional Office, at (9I0) 796-7215.
Sincerely
1 l
N, Tracy .Da s, P.E., .Director
Division of Energy, Mineral and Land Resources
GDS/ canh: 111StormwaterlPermits & Projects120161160910 HD\201'6 10 permit 160910
cc: Branch Smith, Paramounte Engineering
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality l Energy. Mineral and Land Resources
Wilmington Regional Office E 127 Cardinal Drive Extension I Wilmington. NC 28405
91 D 796 7215

State Stormwater Management Systems
Permit No. SW8 160910
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
WCM Enterprises, LLC
Enterprise Drive Self Storage
Enterprise Drive and Trade Street, Leland, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as
the "stormwater rules') 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 (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until October 21, 2024, 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.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.8 of this permit. The runoff from all built -upon area within the
permitted drainage areas of this project must be directed into the permitted stormwater
control measures. The stormwater control measures labeled Pond A and Pond B have
been designed to handle the runoff from 136,260 and 84,500 square feet of built -upon
area, respectively.
3. The maximum built -upon area allowed for the entire project is 220,760 square feet.
4. The drainage areas will be limited to the amounts of built -upon area indicated in
Sections 1.2 and 1.8 of this permit, and per approved plans. The built -upon area for
future development within the drainage areas for Pond A and Pond B are limited to
25,000 and 35,000 square feet, respectively.
5. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
Page 1 of 7

State Stormwater Management Systems
Permit No. SW8 160910
6. -Vegetated filter strips are not required for these ponds as they have been designed for
a 90% total suspended solids removal efficiency.
7. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
8. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition:
Pond A
Pond B
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
4.74
206,799
0
2.66
116,000
0
b. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
136,260
136,260
0
84,500
84,500
0
c. Average Pond Design Depth, feet:
4.5
4.0
d. TSS Removal Efficiency:
90%
90%
e. Design Storm. inches:
1.5
1.5
f. Permanent Pool PP Elevation, FMSL:
53.0
I 54.5
g. Permitted PP Surface Area, ft2:
12,173
7,546
h. Temporary Storage Elevation, FMSL:
54.5
56.0
i. Permitted Storage Volume, ft3:
20,314
12,851
j. Predevelopment 1 yr-24 hr. discharge
rate, cfs:
13.0
20.0
k. Controlling Orifice, inch 0 pipe:
2.00
0.06
1.75
0.05
I. Orifice Flow Rate, cfs7
m. PP Volume, ft3:
38,536
21,493
n. Forebay Volume, ft3:
7,735
4,159
o. Maximum Fountain Horsepower:
118
nla
p. Receiving Stream/River Basin:
Banton Branch
q. Stream Index Number:
18-77-1-1-2
r. Classification of Water Body:
C
Ill. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is 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.
4. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
5. 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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 160910
6. Since the permanent poolvolume for Pond A is greater than 30,000 cubic feet, a
decorative spray fountain will be allowed in the stormwater treatment system, subject
to the following criteria-
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
A decorative spray fountain will not be allowed in Pond B as the permanent pool
volume is less than 30,000 cubic feet.
7. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, 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. All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater facilities
for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
10. 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 any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
e. The construction of any future BUA listed on the application.
11. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
12. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 160910
III. GENERAL CONDITIONS
1. 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
procedures as set forth in NCGS 143 Article 21.
2. 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) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily 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.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
4. 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
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including 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-
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
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. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure 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 160910
10. 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.
11. The permittee shall submit a permit renewal application request 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.
Permit issued this the 215f day of October 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160910
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 160910
Enterprise Drive Self Storage
Stormwater Permit No. SW8 160910
Brunswick County
Designer's Certification
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 is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 160910
Certification Requirements-
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 outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. 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, and a
forebay.
15. The required system dimensions are provided per the approved plans.
.16. All components of the stormwater BMP are located in either recorded common
areas, or. recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 7 of 7

DEMLR USE ONLY
Date Received Fee Paid Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- I-IQW/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 he photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specificatio�ib, letters, operation and maintenance agreements, etc.):
1I0A)
2. Location of Project (street address):
City:Leland County: Brunswick Il Zi
3. Directions to project (from nearest major intersection):
IV
Travel US 74-76 past Leland; Take Right on Enterprise Drive at Windsor Commerical Park; Site is on Vacant
Property on left corner of Enterprise Dr.
4. Latitude: 34' 15' 35.3" N Longitude:78° 4' 22" W of the main entrance to the project.
1I. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tReneuuls With niodifrcations also requires S11VU-102 - RewWal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* -Provide a designer's certification
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):
❑CAMA Major ®Sedimentation/Erosion Control: 11 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.lf 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: littp:/Iportal.ncdenr.org/web/ir/rules-aid-reeuiations
Form SWU-101 Version Oct. 31, 2013 Page I of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: WCM Enterprises, LLC
Signing Official & Title:William W. Schoettelkotte-Manager
b. Contact information for person listed in item 1a above:
Street Address:305 Colonial Dr
City: Wilmington
Mailing Address (if applicable)
City:
State:NC
State:
Phone: { },, � Fax:
Email: b5chol�.G1'!'lA�� •CArn
Zip:28403
Zip:
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:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( Fax:
Email:
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:
Phone:
Email:
4. Local jurisdiction for building permits:
State: Zip:
Fax: ]
Point of Contact:Helen Bunch - Zoning Administrator Uh
SE+ 2
IV E
BY:
Form SW- 101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
U In the space provided below, hriefly summarize how the stormwater runoff will be treated.
Runoff from parking and buildings will be conveyed through-Iipe network(s) to two separate single wet
detention pond.
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: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the CAPE FEAR River basin.
4. Total Property Area: 10.60 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
Arew:10.60 acres
Total project area shall be calculated to exclude the following: the norinal pool of itnpounded structures,,the area
bcfween the bairks of streams and rivers, the area belato the Nonnal High Water (NNW) lute or Meats High Water
(MHW) litre, and coastal wetlands landroard froin the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal Wetlands landward of the NHW (or MHW) line may
be included its the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 45 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornnoater BMP. For loco density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area A
T
Drainage,rea B
Drainage Area
Drainage Area
Receiving Stream Name
Banton `
Banton
Stream Class *
C
C
Ilk
Stream Index Number *
18-77-1-1-2
18-77-1-1-2
—11
Total Drainage Area (so
206,799
116,000
.UL 1
11
On -site Drainage Area (so
206,799
116,000
14
Off -site Drainage Area (so
0
0
'
Proposed Impervious Area** (so
136,260
84,500
Impervious Area** total
66%
73%
impervious" Surface Area
Drainage Area A
Drains e Area B
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
45,570
19,500
On -site Streets (so
60,940
30,000
On -site Parking (sf)
4,400
On -site Sidewalks (so
350
Other on -site (so
Future (so
25,000
35,000
Off -site (sf)
Existing BUA*** (sf)
Total (so:
1 136,260
84,500
* Streani Class and Index Nuinber can be deterinined at: littl7-fj7ortal.ijc(letir.org/zoelA(,(07slcsiilclassiflcatioiis
Ini ler i.oris area is defined as the built upon area including, brit not liinited to, buildings, roads, parking areas,
si ewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of

* Report only that amount of existing BUA that will retrain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA,
11. How was the off -site impervious area listed above determined? Provide documentation.
XQWW�
Pro'ects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCA C 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/sump-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
hn://i2ortaI.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 htt2://portal.ncdenr.orgLweb/wq/ws/su/mates.)
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 http://portal.ncdenr.org/web/wq/ws/su/statesw/­forms docs.
Initials
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 At*
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. Yam
4. Permit application processing fee of4,5B5 payable to NCDENR. (For an Express review, refer to
httpf/www.envhelp.or�,Lpa�es/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor Q/bS
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 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: 0 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 elev of
impounded structures, the banks of streams and rivers, the Ml 1W or NHW i!-ne 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.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

M-

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHVV7 prior
to submittal, [phone].)
A copy of the most current property deed_ Deed book 1223 Page No: 223
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htMIZ /www.secretary.state.nc.us/Corporations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
a* -
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 htt : ortal.ncdenr.or web lr state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another indivi
consulting engineer and/or firm) so that they may provide information on your beha
addressing requests for additional information).
Consulting Engineer:
SEP 2 6 2016
Consulting Firm: Paramounte Engineering, Inc_ "„a
Mailing Address:122 Cinema Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: 17 f/ -6 -;� o
Email:bsmith [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or tjpe name of person Iisted in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item Ia) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of

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.
Signature: Date:
I, a Notary Public for the State of _ . County of
do hereby certify that
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL ECEIVE
SEP 2 6 2016
My commission expires BY:
X. APPLICANT'S CERTIFICATION
1, (Faint or i7jpe name of person listed in Contact Information, item 1a) William W. Schoettelkotte ofWCM Enteg?rises
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under,,15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: �w� Date: 91G/ji
Notary oC���
a Nota Public for the State of f�-��1 � � . Coun of
en6t,e-c do hereby certify, that (,��1� �c,�fn W Sc ersonally appeared
before me this _a day of C ,rr 6 AO) and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires CL d
Form S WU-101 Version Oct. 31, 2013 Page 6 of 6

i

Permit No. � p 16L--)� 10
(to be provided by DWQ)
Red triangles at the upper right hand corner indicate design comments
Please complete the yellow shaded items
ATA.
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BAS1N SUPPLEMENT
This form must be hilted out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Enterprise Drive Self -Storage
Contact person Branch Smith / Paramounte Engineering
Phone number 910-791-6707
Date
Drainage area number
10118016
DA-A
II. DESIGN INFORMATION
Site Characteristics
Drainage area 206,799 ft'
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non•SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of;Wvegetated shelf elevation
Bottom of 1Aft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment clean out, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
136.260 ftZ
65.89 %
1,5 in
16,622 ft3
20,314 ft'
NA ft3
ft3
ft'
ft3
Y (Y or N)
OK, volume provided is equal to or in excess of volume required.
3.7 in
scs (unitless)
scs (unitless)
scs inlhr OK
13.00 ft'/sec
13.00 ft3/sec
0.00 ft'/sec
54.50 fmsl
53.00 fmsl
53.00 fmsl
53.00 fmsl G' `WS%f
52.00 fmsl &' 'SHE
46.00 fmsl
45.00 fmsl
1.00 ft
Y (Y or N)
54,5 fmsl OK
14,657 ft2
10,795 ft'
r'1=1VE
BY:
Form SW4C1-Wet Detention Basin-Rev.9-4718112 Parts I, & II. Design Summary, Page 1 of 2

Permit No.
w (to be provided by DWO)
II. DESIGN INFORMATION
SAIDA ratio 5.22 (unitless)
Area PROVIDED, permanent pool, Awm_poo, 12,173 ft2 OK
Area, bottom of 1 Oft vegetated shelf, Aso, ,,h 8,459 ft2
Area, sediment cleanout, top elevation (bottom of pond), Abot-pond 2,079 ft2
Volumes
Volume, temporary pool
20,314 ft'
OK
Volume, permanent pool, Vpermyool
38,536 ft'
Volume, forebay (sum of forebays if more than one forebay)
7,735 ft'
Forebay % of permanent pool volume
20.1 % %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
(Y or N)
SAIDA ratio
5.22 (unitless)
Average depth (used in SAIDA table):
Calculation opt}on I used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vperm_pool
38,536 ft'
Area provided, permanent pool, Aperm-pool
12.173 fie
Average depth calculated
NA ft
OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
NA ft
Calculation option 2 used? (See Figure 10.2b)
Y (Y or N)
Area provided, permanent pool, Aperm-pool
12,173 ft2
Area, bottom of 1Oft vegetated shelf, Abo, 5nea
8,459 ft2
Area, sediment clean out, top elevation (bottom of pond), AM pood
2,079 ft2
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
6,00 ft
Average depth calculated
4.60 ft
OK
Average depth used in SAIDA, dd,, (Round to down to nearest 0.5ft)
4.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is
Y (Y or N)
2.00 in
in
0.60 (unitless)
0.50 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
13,00 ft'Isec
13.00 ft'Isec
0.06 ft'Isec
3,12 days
#VALUE!
EOEI V E
OCT 18 2016
BY:
OK, draws down in 2-5 days.
3 :1
OK
6:1
0m nTif TMT1%*pe.Qr`S►f jrAfE PVLL*
6.0 ft
lu*Weierttzhe}Flsc h,&# SNVf Sr,
3 :1
OK
3.0 :1
OK
Y
(Y or N)
OK
1.0 ft
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Pump Out
Form SW401-Wet Detention Basin-Rev.9-4118112 Parts I. & II. Design Summary, Page 2 of 2

Permit No. Jw C} 1(no 7 b
"s
{to be provided by DWQ)
Red triangles at the upper right hand corner indicate design comments
Pleasrc'omplete the yellow shaded items
WA
of w a r�9
0
NCDENR
a
'
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, fitted out and submitted along with all of the required information.
[, PROJECT INFORMATION
Project name
Enterprise Drive Self -Storage
Contact person
Branch Smith, Paramounte Engineering
Phone number
910-791-6707
Date
10118/2017
Drainage area number
DA-B
II. DESIGN INFORMATION
Site Characteristics
Drainage area
116,000 ft2
Impervious area, post -development
84,500 fie
% impervious
72.84 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
_ 10,231 ft3
Volume provided
12,851 ft3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
NA ft3
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft3
" E I V E
Peak Flow Calculations
-'
Is the pre/post control of the lyr 24hr storm peak flow required?
Y (Y or N)
Q ��1�
OCT U
1-yr, 24-hr rainfall depth
3.7 in
Rational C, pre -development
scs (unitless)
Rational C, post -development
scs (unitless)
BY;
Rainfall intensity: 1-yr, 24-hr storm
scs inlhr OK
Pre -development 1-yr, 24-hr peak flow
20.00 ft3lsec
Post -development 1-yr, 24-hr peak flow
23.00 ft3lsec
PretPost 1-yr, 24-hr peak flow control
3.00 ft3lsec
Elevations
Temporary pool elevation
56.00 fmsl
Permanent pool elevation
54.50 fmsl
Si elevation (approx. at the perm. pool elevation)
54.00 fmsl
Top of-Mft vegetated shelf elevation
54.50 fmsl & ">H
Bottom of 1911 vegetated shelf elevation
53.50 fmsl b' 401
Sediment cleanout, top elevation (bottom of pond)
48.00 fmsl
Sediment cleanout, bottom elevation
47.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
56.0 fmsl OK
Surface Areas
Area, temporary pool
9,565 ft2
Area REQUIRED, permanent pool
7,308 ft2
Form SW401-Wet Detention Basin-Rev.9-4116112
Parts I. & It. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
SAIDA ratio 6.30 (unitless)
Area PROVIDED, permanent pool, Ate,,,,_,,, 7,546 ft' OK
Area, bottom of 1 Oft vegetated shelf, Abot_snea
Area, sediment cleanout, top elevation (bottom of pond), Abo,-pond
Volumes
Volume, temporary pool
Volume, permanent pool, Vwm p,,,
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10.2b)
Volume, permanent pool, VP.M_,001
Area provided, permanent pool, A,,,,,_p.,
Average depth calculated
Average depth used in SAID& d,,, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Awm-pooi
Area, bottom of 1Oft vegetated shelf, A,,_,.,
Area, sediment cleanout, top elevation (bottom of pond), A„,L m
'Depth" (distance bIw bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d,,, (Round to down to nearest 0.511)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (Q
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
5,324 ft'
707 ft'
12,851 ft' OK
21,493 ft'
4,159 ft'
19.4% % OK
90 % ... .
Y (Y or N)
(Y or N)
6.30 (unitless)
(Y or N)
21,493 ft'
7.546 ft'
Need 3 ft min.
(Y or N)
7,546 ft?
5,324 ft' --
707 ft'
5.50 ft
ElfilIi�SYLI
4.0 ft OK
Y (YorN)
1,75 in
in'
0.60 (unitless)
0.50 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
20.00 f131sec
23.00 ft3lsec
0.05 ft'Isec
2.50 days
3 :1
6 :1
6.0 ft
3 :1
3.0 :1
Y
(YorN)
3.0 ft
N
(YorN)
Y
(Y of N)
Y
(YorN)
Pump Out
V E
OCT 18 2015
BY:
OK, draws down in 2-5 days.
OK
Insb#Geiep4shalf slope. rj' fjggzp sr. M;r-PJ "R
InsuffieierR"SWlength,
OK
OK
OK
OK
OK
OK
OK
Form SW401-Wet Detention Basin-Rev.9-4118r12 Parts I. & n. Design Summary, Page 2 or 2

a O'periaton `& Mainienance A`greemen#
Project Name:
Project Location:
Enterprise Dr. Self -Storage
Enterprise Dr, Leland, Brunswick Co.
{ :' age
Cover'P
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location. Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & a
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity-.
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
ing O&M tables wil
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s).-
Location(s):
Location(s):
Location(s):
oe added
I North and South of Transmission ROW I
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
William W. Schoetteikotte
Manager, WCM Enterprises, LLC
305 Colonial Dr
Wilmington, NC 28403
919-880-0063
[e-mail]
U
Signature: Date: 9 ��
I, a Notary Public for the State of K)06__ ri CQGp� 10 Ct
County of >� ��� � _ do hearby certify that LL,_)-` o rn W - 50-ce-Ay- ( -
personally appeared before me this - day of -e_C- ad i (o and
acknowledge the due execution of the Operations and ME' �tenanceAqreement.
Witness my14nd official seal, _ _
IV2.44V
Ak ft4q
EGEIV
SEP 2 6 2016
S
auk 3a, ©17
My commission expires O&M Manual
9/6/2016
Page 1 of 5

1
1
4k

�ECEIVE�
5EP 2 6 2016
BY:
STORM-EZ
Version 1.4
O&M Manual
9/6120'16
Page 2 of 5

Wet :Detention'Pond Mai!nteriance Requirements $
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
_ Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:'
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale,
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where
original design depth for
it will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it
on the plants rather than spraying.
The vegetated shelf
Best professional practices
show that pruning is needed
Prune according to best professional practices + rC
EVEI �I G
to maintain optimal plant
health.
Q SEP 2 6 2016
Jase,
Plants are dead, diseased or
Determine the source of the pro : soils, hydrology, etc.
dying.
Remedy the problem and replac nts Provide - -me fertilizer
application to establish the groun cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it
on the plants rather than spraying.
STORM-Fl 9/6/2016
Version 1 A O&M Manual Page 3 of 5

I .. �. _1 Wet:Detention Pond Maintenance Requirements Continued I
The,main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where
original design sediment
it will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
RECEIVED
SEP 2 6 2016
BY:
STORM-EZ 9/6/2016
Version IA O&M Manual Page 4 of 5

�h•
. .
�'
f '
�.

Wet Detention Pond Design Summary I #
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
POND A Permanent Pool El. 53 Permanent Pool El. 53
Temporary Pool El: 54.5 Temporary Pool El: 54.5
Pretreatment other No Clean Out Depth: 4 Clean Out Depth: 7
than forebay? Sediment Removal El: 49 Sediment Removal El: 46
Has Veg. Filter? No Bottom Elevation: 48 Bottom Elevation: 45
WET POND ID FOREBAY MAIN POND
POND B Permanent Pool El. 54.5 Permanent Pool El. 54.5
Temporary Pool El: 56 Temporary Pool El: 56
Pretreatment other No Clean Out Depth: 5.5 Clean Out Depth: 6.5
than forebay? Sediment Removal El: 49 Sediment Removal El: 48
Has Veg. Filter? No Bottom Elevation: 48 Bottom Elevation: 47
aet o 6 2o�e
lt -
gV:
STORM-EZ 101412016
Version 1.4 O&M Manual Page 4 of 4

MEMORY TRANSMISSION REPORT
TIME :10-24-2016 11:33
FAX NO.1 :910-350-2018
NAME
FILE NO.
311
DATE
10.24 11:28
TO
97916760
DOCUMENT PAGES
8
START TIME
10.24 11:29
END TIME
10.24 11:33
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aAG ,_ ._. .�� ...� 11 ;..._. _ -l�s e•_-51 �..... is .:f'S__ _.. �_.; •'..Y_i_`I-f f. ._�.._._�. _...
EROSION CONTROL AND GRADING NOTES:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE
CUT/FILL. SEE GENERAL NOTES SHEET FOR GRADING, DRAINAGE, AND EROSION CONTROL
NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS AND DETAIL
SHEETS FOR MORE INFORMATION.
2. SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE.
3. CONTRACTOR SHALL COORDINATE WITH OWNER OR OWNER'S REPRESENTATIVE REGARDING
THE SITE'S EXISTING GRADE. EARTHWORK ACTIVITIES MAY HAVE TAKEN PLACE AFTER THE
SURVEYED TOPOGRAPHY.
ASPHALT, CONCRETE, AND BUILDING PAD NOTES:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE
CUTIFILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE IN PAVEMENT AND
STRUCTURAL AREAS, IN ACCORDANCE WITH ANY SUBSURFACE GEOTECHNICAL EXPLORATION
REPORTS, OR GEOTECHNICAL FIELD ENGINEERING, AND/OR TECHNICAL SPECIFICATIONS.
STORM DRAINAGE NOTES:
1.) DRAINAGE EASEMENT AND STORMWATER WET PONDS MAINTENANCE
(INCLUDING THE STORM DRAINAGE NETWORK) IS THE RESPONSIBILITY OF
THE DEVELOPER OR HOA.
2.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING
FENCES.
3.) IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS
APPROVED PLANS SHOW OTHERWISE.
4.) STORM DRAINAGE STRUCTURES WITHIN TRAFFIC AREAS SHALL BE TRAFFIC
RATED FOR H-20 LOADS AT A MINIMUM.
5.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE
WITHIN ASPHALT AND/OR CONCRETE AREAS TO MATCH PROPOSED GRADES.
6.) PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED
EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE.
7.) RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOWLINE ELEVATION"
WITHIN A CURB INLET SECTION. THE CURB INLET RIM ELEVATION GIVEN IS 2
INCHES BELOW EDGE OF PAVEMENT (EP). FOR DROP INLETS, THE RIM
ELEVATION IS LISTED AS THE CENTER OF GRATE FOR DROP INLETS. THE
CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EP) WHEN
PLACING THE STORM INLETS WITHIN THE CURB -LINE.
8.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE.
CONTRACTOR SHALL PROVIDE 3" CLEARANCE ABOVE PROPOSED GRADE
WHEN PLACED IN A GRASSIPERVIOUS AREA; AND A FLUSH CONDITION WITH
PROPOSED PAVEMENT OR IMPERVIOUS COVER.
9.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER
COLLECTION SYSTEM ONLY. SEE CIVIL OR ARCHITECTURAL DETAILS.
10.) THE CONTRACTOR SHALL USE EITHER RCP (CL. 111) OR HDPE PIPE FOR THE
STORM DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE
PIPE, IT SHALL BE ADS N-12 HP STORM PIPE OR APPROVED EQUAL AND
SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS.
AS -BUILT SURVEY NOTE:
1. THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE
OF NORTH CAROLINA TO PROVIDE ACCURATE REPRODUCIBLE AS -BUILT
DRAWINGS OF THE WET DETENTION BASINS AND INFILTRATION BASIN TO THE
OWNER UPON COMPLETION OF CONSTRUCTION. UPON CHECKING BY THE
OWNER ANY DISCREPANCIES WILL BE INDICATED, THEN THESE PLANS SHALL
BE RETURNED TO THE CONTRACTOR FOR CORRECTION PRIOR TO FINAL
PAYMENT AND FINAL INSPECTION.
WETLAND DELINEATION NOTE:
1. LAND MANAGEMENT GROUP OF WILMINGTON FLAGGED WETLANDS ON THE
SUBJECT PROPERTY AND PROVIDED A PRELIMINARY WETLAND SKETCH.
THE DELINEATION SHOWN HEREIN REFLECTS THE SKETCH MAP.
PARAMOUNTE ENGINEERING, INC. WILL SURVEY THE WETLAND FLAGS AND
LMG WILL SUBSEQUENTLY FILE FOR A JURISDICTIONAL DETERMINATION AND
401/404 USACE PERMITTING.
STORM DRAINAGE SCHEDULE:
TRADE STREET NE
80' PUBLIC R/W
EG�0.97 - EG=60
-- OHE
EG=59.77
BRUNSWICK COUNTY
COMMUNITY COLLEGE
PIN#2188-09-06-6837
DB 1241, PG 266
MB U; PG 235
I
II'�•
•
RIM=60.50 RIM=60.40
60
_
1-106
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cl
6 /
56
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_ -
POND A
._.._
_..._
�
Upstream
Node
Downstream
Node
Upstream
Invert
Downstream
Invert
Diameter
(In)
Pipe Length
[ft]
Slope (%)
Upstream Rim
Elev
D1101
E5100
48.50
48.00
36
51.9
0.96%
57.35
D1102
DI101
53.20
52.50
30
1 100.1
0.70%
58.02
DI103
DI102
53.70
53.20
30
1 112.6
0,44%
58.55
DI104
DI103
54.50
53.70
30
1 219.0
0.37%
59.57
DI105
DI104
55.30
54.50
24
157.7
0.51%
60.30
DI106
DI105
55.80
55.30
24
112.5
0.44%
63.40
DI107
01106
56.50
55.80
24
140.0
0.50%
60.50
DI 201
ES 200
49.00
48.00
24
54.8
1.82%
57,39
DI202
DI201
52.50
52.00
18
113.6
0.44%
56.86
DI203
DI202
53.10
52.50
15
148.8
0.40%
56.23
DI 304
E5 300
51.00
50.00
36
58.2
1.72%
59.50
DI301
DI304
54.80
54.50
30
52.8
0.57%
59.80
DI305
DI304
55.30
54.50
30
51.5
1.55%
59.25
DI306
DI305
56.10
55.30
24
124.7
0.64%
60.02
DI302
DI301
56.00
54.80
18
116.4
1.03%
60.00
DI307
DI306
56.50
56.10
18
81.5
0.49%
60.20
DI303
DI302
1 56.50
56.00
18
105.0
0.48%
60.36
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POND A
EMERGENCY
RIP -RAP SPILLWAY
U.S. 74-76W (EAST BOUND)- - - -
W w W W W W w w W W w W w W W W W w w w W
E
NOTATION:
Cl
= CURB INLET
DI
= DROP INLET
CO
- CLEANOUT
DDI
= DOUBLE DROP INLET
MH
= STORM DRAIN MANHOLE
RD
= ROOD DRAIN CLEANOUT
FIFE
= FINISHED FLOOR ELEVATION
BPE
= BUILDING PAD ELEVATION
LEGEND:
6 ... _
29
EG=25.05
PG=25,05 -�
EP=25.05 -�
SW=25.05­,,,`
TC=25.05 -
LOQ
D I-102
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
PROPOSED SIDEWALK ELEVATION
PROPOSED TOP OF CURB ELEVATION
INLET PROTECTION
LIMITS OF DISTURBANCE
SILT FENCE
DRAINAGE FLOW PATH
DRAINAGE INLET LABEL
Z Z
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P POND A OUTFALL
4 C/]
JT=53.0
FM F --
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INV(W)=52.67 !
INV(E)=52.61
4
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SCALE: 1 "=50'
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PROJECT STATUS
CONCEPTUALLAYOUT:
�/�/�
DRAINAGE AREA MAP
CLIENT INFORMATION:
REVISIONS:
PARAMOUNT
Q
�``�.aC• ° i r
°°°�FINAL
o
PRELIMINARY LAYOUT:
DESIGN:
lL}} E
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E ^' G N Fz N G. i N �.
WCM PROPERTIES LLC
DRAWING INFORMATION
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ENTERPRISE DR SELF -STORAGE
122 Cinema Drive
305 COLONIAL DRIVE
m
=� •. -
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DATE: 9116116
SCALE: 1°=50'
ENTERPRISE DRIVE LELAND
Wilmin on North Carolina 28403
W I LM I NGTON NC 28403
DESIGNED: RPB/JBS
7
(910) 791�-670'7 {O) (910} 791-G760 (�
CHECKED: RPgRPB
TOWN CREEK, BRUNSWICK CO., NC
NC License #: C-2846
I

WET DETENTION 1 SEDIMENT BASIN NOTES:
1. THE PROPOSED WET DETENTION POND SHALL BE USED DURING CONSTRUCTION AS A
SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED.
2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE PROPOSED DEPTHS
OF THE WET DETENTION POND AS ILLUSTRATED ON THE PLANS AND INSTALL THE
PROPOSED OUTLET STRUCTURE. ONCE THE OUTLET STRUCTURE IS IN PLACE, THE
CONTRACTOR SHALL IMMEDIATELY INSTALL THE SKIMMER TO THE PERMANENT POOL
DRAWDOWN ORIFICE.
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM
THE BASIN AND ESTABLISH THE FINISHED GRADES OF THE PROPOSED WET DETENTION
POND.
4. REFER TO THE SEDIMENT BASIN DETAIL FOR THE REQUIRED SEDIMENT REMOVAL
ELEVATIONS DURING CONSTRUCTION.
WET POND SHELF PLANTING NOTES:
CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS
OF EACH OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION,
GROUP SIMILAR SPECIES OF PLANTS TOGETHER. INSTALL PLANTS 24"
O.G. IN A CHECKERBOARD PATTERN.
SHELF SUITABLE PLANTS:
PICKERELWEED (PONTEDERIA CORBATA)
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALIS)
WET POND STABILIZATION AND LANDSCAPING:
SEE LANDSCAPE SHEET L-1.0
SEE PLANS FOR INLET PIPE
LOCATIONS & INVERTS
TOP EL. = 56.00
3 3 i
1 20 FT 1
SPWY EL. = 55.00
-_i E RIP -RAP EMERGENCY SPILLWAY*
-_ 12" NCDOT CLASS B RIP -RAP (d50 = 8") & 4" NCDOT NO.
57 STONE BEDDING WRAPPED WITH NON -WOVEN
FILTER FABRIC (SI GEOTEX 801 OR APPROVED EQUAL)
*EXTEND RIP RAP DOWN TO NATURAL GRADE
POND EMERGENCY SPILLWAY
NOT TO SCALE
WET DETENTION 1 SEDIMENT BASIN NOTES:
1. THE PROPOSED WET DETENTION POND SHALL BE USED DURING CONSTRUCTION AS A
SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED.
2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE PROPOSED DEPTHS
OF THE WET DETENTION POND AS ILLUSTRATED ON THE PLANS AND INSTALL THE
PROPOSED OUTLET STRUCTURE. ONCE THE OUTLET STRUCTURE IS IN PLACE, THE
CONTRACTOR SHALL IMMEDIATELY INSTALL THE SKIMMER TO THE PERMANENT POOL
DRAWDOWN ORIFICE.
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM
THE BASIN AND ESTABLISH THE FINISHED GRADES OF THE PROPOSED WET DETENTION
POND.
4. REFER TO THE SEDIMENT BASIN DETAIL FOR THE REQUIRED SEDIMENT REMOVAL
ELEVATIONS DURING CONSTRUCTION.
Know what's below.
Call before you dig.
3
1
SEE PLANS FOR INLET PIPE
LOCATIONS r3< INVERTS
RISER EL. = 56.00
PERMANENT POOL = 54.50
2" SCH. 40 PVC
PIPE PENETRATION
WITH 1.75" DRILLED
ORIFICE IN CAP.
2.50'
FOREBAY BERM
{{
' 1
FRONT VIEW
PLANTED 6:1 SLOPE
SEELANDSCAPE
NOTES THIS SHEET
BOTTOM OF SHELF
ELEV. 53.50
RISER EL. = 54.50
PERMANENT POOL= 53.00 `
2" SCH. 40 PVC
PIPE PENETRATION
WET POND SHELF PLANTING NOTES:
CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS
OF EACH OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION,
GROUP SIMILAR SPECIES OF PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
SHELF SUITABLE PLANTS:
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALIS)
WET POND STABILIZATION AND LANDSCAPING:
SEE LANDSCAPE SHEET L-1.0
.role 01RIOTLI Z
�-J
FRONT VIEW
RISER EL. = 56.00
PERMANENT POOL = 54.50
2" SCH. 40 PVC
PIPE TURNDOWN
WITH 1.75" DRILLED
ORIFICE IN CAP
GALVANIZED BAR GRATING 1" x 118" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 114" x 1 114" x 114"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE.
OUTLET BARREL
(1) 15" RCP CLASS III <
551 LF @ 0.27%
- - - -
INV=54.50
MINA -FT
SUMP 5'x5' I.D. RISER
OPENING
SIDE VIEW (RISER O.D.+6") x 6"
EXTENDED BASE
POND B OUTLET STRUCTURE DETAIL
NOT TO SCALE
RISER EL. = 54.50
PERMANENT POOL = 53.00
2" SCH. 40 PVC J
PIPE TURNDOWN
5'x5' I.D. RISER
OPENING
FES OUT=53.00
SEE PLAN AND DETAILS
FOR RIP -RAP APRON.
NOTE:
1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL
BE PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
CONVEYED TO THE STORMWATER BMP.
'll�P."i►i W
OUTLET BARREL
SEE SECTION ABOVE
OUTLET STRUCTURE DETAIL
SEE SECTION ABOVE
GALVANIZED BAR GRATING 1" x 118" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 114" x 1 114" x 114"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE.
_ OUTLET BARREL
(1) 15" RCP CLASS III <
INV=53.00
MINA -FT
SUMP
SIDE VIEW (RISER O.D.+6") x 6"
EXTENDED BASE
POND A OUTLET STRUCTURE DETAIL
NOT TO SCALE
PLANTED 6:1 SLOPE
SEE LANDSCAPE
NOTES THIS SHEET
1.5" WSEL = 54.50 (TEMP. POOL VOLUME)
FOREBAY BERN
r - 6'
PERMANENT POOL = 53.00
I
- MAIN STORAGE POND 1Z 2 3
Go -
BOTTOM OF SHELF �
ELEV. HELL � ���� t1 � FTC POND BOTTOM ELEV. 45.0
1 = W 111 YI 1 I. 11 I ..
WET RETENTION POND A (PHASE I EC SEDIMENT BASIN)
NOT TO SCALE
FES OUT=53.00
SEE PLAN AND DETAILS
FOR RIP -RAP APRON.
NOTE:
1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL
BE PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
CONVEYED TO THE STORMWATER BMP.
10' t
TOP OF POND
ELEV. 56.0
-
3
3 -
1
EM. SPWY
_V. 55.00
OUTLET BARREL
SEE SECTION ABOVE
OUTLET STRUCTURE DETAIL
SEE SECTICN ABOVE
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C-402
PEI JOB#: 13119.PE
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ENTERPRISE DR SELF STORAGE
BRUNSWICK COUNTY, NORTH CAROL.INA
STORMWATER AND EROSION CONTROL NARRATIVE
Prepared for:
WCM Enterprises, LLC
305 Colonial Drive
Wilmington, NC 28403
Prepared by:
PAaA1\4"U-T'--,TTE
L " C-. 1 N L- F= 11 1 " G. 1 N C.
122 Cinema DriNre
Wilmington, NC 28403
[phone]
NC License #: C-2846
Project # 13119.PF
September 2016
Revised October 2016
ECEIVE
OCT 18 20''3
SY:
CARO
:cL SEAL
034354
-4/G I
QRAN��'����

ENTERPRISE DR SELF STORAGE
BRUNSWICK COUNTY, NORTH CAROLINA
Table of Contents
PROJECTNARRATIVE'
PROPOSED EROSION CONTROL I`-I.1 ASUR.I S
PROPOSED STORNIVIATE'R CONTROL NIEASURES
A'I"FACHMENTS:
ProPerry Deed
Soils Map
USGS Nhp
Storrnwater/F-rosion Control CalClllatlons

PROJECT NARRATIVE
WCI.1 Enterprises is developing a proposed self -storage facility located on US 74/76 at the intersection of
i---nterprise Drive, which is Leland Industrial Park or Windsor Commercial Park. It is further identified by
Brunswick County PIN #: 218809062699, Parcel ID 0280000842 (10.70+/- ac), and coordinates: Lat: 34' 15'
33.39"N, Leung: 78' 4' 22.94" W. The site is adjoined by US 74/76 to the south, a Duke Energy substation
and shop to the west, Isnterprise Drive to the east, and Trade Street to the North cleared property except the
east, which is residential use. A Duke Energy "Transmission 70-ft 1 0\V (Sutton Line 230Kv South) runs
across the property.
The current site consists of 0-1% sloped terrain xvith part woods. The existing soils on the site are
predominantly Leon fine sand (Lo) according to the Well Soil Sun'e�' of NRCS. According to the attached
USGS map, the site drains to Banton Branch, which is classified as C; SW in Cape hear River 13asin.
PROPOSED EROSION CONTROL MEASURES
A. TEMPORARY CONSTRUCTION ENTRANCE (DENR PRACTICE 6.06) TNvo temporary
gravel constniction entrances are installed on the two proposed state road driveways.
B. TEMPORARY SILT (SEDIMENT) FENCE (DENR PRACTICE 6.62) Temporary silt fence
will be used to control sediment runoff from fill areas, and prevent antiy construction sediment or
trash from leaving the site.
C. RIP -RAP OUTLET PROTECTION (DENR PRACTICE 6.41) One outlet protection is
shown within the sediment basin (future wet detention basin) and will prevent scour and erosion
from Nvashing the inside of the storage basin as Nvell as future vet pond slopes.
D. TEMPORARY SKIMMER SEDIMENT BASIN (DENR PRACTICE 6.64) Two sediment
basins will be used to control all disturbed area sediment -runoff with a skimmer dewatering device
attached to the outlet for the future permanent wet pond. *Note: baffles are not included within the
sediment basin details since water will be retained within the basin therefore submerging the baffles.
An emergency overflow spillway is designed in accordance to the wet pond design.
E. TEMPORARY INLET PROTECTION (DENR PRACTICE 6.51) Inlet protections arc
shown for most of the storm drainage inlets and is intended to be installed after construction of the
inlets unless the ground surrounding the inlets is stabilized with pavement or vegetation. Otherwise,
the details indicated prevent most of the sediment -runoff from depositing and potentially clogging
the proposed storm pipe networks.
F. TEMPORARY TREE PROTECTION FENCING (DENR PRACTICE 6.05) 'Temporary
tree protection fencing is shown for the significant trees
CEWE
OCT 18 201B
BY:�

PROPOSED STORMWATER CONTROL MEASURES
Two wet retention ponds will be used to treat the 1.5-inch rainfall -runoff per NCDF_Q State Stornixvater
Coastal Rules and provide peak discharge control below pre -developed runoff for the I -jar and 10-yr design
storms per the Brunswick Count), Storm water Ordinance. The wet pond was calculated utilizing SCS 'iR-20
hydrograph routing simulations through use of I-IydroCAD modeling software. The treatment requirements
for the 1.5-inch rainfall runoff were calculated using the Simple Method Runoff Calculation and the 90% TSS
removal requirements of a vet detention pond as described in the NCIDiuQ Stormwater BMP Manual.
The seasonal high water table for this project was determined using good engineering judgment as referenced
on pages 10-9 and 10-10 of the NCDEQ Stormwater BIVIP Manual. "Therefore, the normal pool of the Pond
A was determined from the water level and the NCDOT ditch invert. Pond A permanent pool matches the
NCDOT ditch invert and corresponds to the seasonal water level observed in the ditch. Pond B's normal
pool was determined from the adjacent ditch water level and invert. Based on survey, the invert is about
elevation 54.00 and water level was observed at the inert; therefore, the permanent pool of Pond B was set
to maximum 54.50. both of these ponds are set above or equal to the ditch groundwater thereby maintaining
positive hydraulic conductivity.
Storm conveyance calculations have been performed utilizing the Rational Method for the 10-yr and 100-yr
design storms to check for flood control within the pipe system. The hydraulic grade line (I-IGL) calculations
were performed through the Carlson Drainage Software using 1-II-C22 I-nergy-Loss Method. The published
Brunswick County 1DF 'fables have been used for the design storms.
ECEBI F "
OCT 18 Z 1u
4

t:XCt:e Tax
n@t
o °
FILDATEOR REGISTRATION
TIM
98 MAY 20 AN 9: 33
ROBERT J. &(IBINSON
REGISTER OF DEEDS
BRUNSWICK COUNTY. liC.
M., ,rdn)4 Tittle. JLl ..► and 1'dt;r
Tax 1A.1 \n. Parc,l l,lentir,er tin. See attached Exhibit "Are
Verified by ['„note on tkte d+r of 19
by
o° ns
Mail after recording to 305 Culu ] 1)r11P,
I ] u, tiC _8:.U3-1207
TO 0 °
This instrument wus prepared by lingua , Ill I I , Jouus. :,ash S Lynch, L. L. P.
Brief dearriplion for the Intiex Ai] property owned in 8runsuick Cou ity
NOR,r -I C11I OLINA DEED
THIS DKED made this duy of April El 98 . I,y- and hetweell
GRANTOR
IICM L•_NTERPRISES. A NORTH CAROL.IHA
CENERAL PARTNERSHIP
'Tl;t:v� ��► c �.
CASH
GRANTF;E
WCH ENTF.RPRISF.S. C A NORTH
CAROLINA (F�}4 "'� �4131!.ITY COMPAk%
�O ° 11J1 u
t:nirr In appropriate black for rarh party: mmr, addrr,%. and. It approptiate. character ut eotlty, r.y. rurpuration or partnmhip.
The deaicnution Grantor and Grantee as u.ed herein shalt include ,aid i-al-Lies. their brim. stmee.snr.•,, and :,.:it a+, and
shalt include singular, plural, masculine, femtnkite ur nrnler as ir,li iced by context.
W1TNESSETII, that the Grantor, f„r a ralttahle c,.nxideration quid by the Grattlee, the receipt of wltickr is her..-hy-
aekn,mledged, has and hy- these prescntS doe grant, h:,rgain..;01 :,nd Concey- unto the Grantt:e ill fee simple, all that
.•retain L,.t or l,arM Of laud .ituated in the City of Tau nnhil,,
Brunswick ('uunlp, forth ('arolia:, Will 111„rc 1,:u1i, ut,rly' tEorrril,ed a. f+.11,.t:::
1
Being all of that property described In a deed recorded In Book„age 37 of
the Brunswick County Registry. �\ 1�
IT tU1 V
Sting all of that property de ri ,Zf��io ceOds on
In Book 945
pages 236, 240,244,248 nd 2� v w ck County Registry_
n uuU ILI
Being all of tiLvi�qv 3escribed in the follloving deed recorded in Book 1067,
page 230 of the runswiek County Registry.
LY
Being all of that property described in the following deed recorded in Book 1091.
page 750 of the Brunswick County Registry.
V
Being all of that property described In n deed recorded in Book 1189. page 0830 of
the Brunswick County Registry_
V1
Being all of that property described in a deed recorded In Book 652, page 918 of
the Brunswick County Registry.

VI1 no
Using; all of Hutt prnperty d wcrlTnt�
�� f-i-Jirfl 7f7 Book 1036, palc 1041 of
the Brunswick County Re stryO
There is exclu d$ operatlnn of this deed and the Grantor does not purport to
convey hereby a3Ty portion or part of Lite above described property already conveyed by
the Grantor by deeds duly recorded in the Brunswick County Registry prior to the date
of Elie recording; of this; deedo it being the intent of this conveyance and the Grantor
dnes hereby convey to the Grantee all property located within the boundaries: of Brunswick
County, North Carolina. that is now owned by the Grantor.
The pri,perty herL•telab vc described wad acquird•d by Grantur br irt.lrunwza rc•r,.rdrd in (See Ahuve)
A nrrp .Awtl ing lite :rbure dr-.eribell prnpd•rly i.c rea—rdrd ill fiat 11.u,k
pa);e
TIP MACH ANIP TO I101.11 the afures:dd gut r.r parcel of 1:.nll altll all g.rivilrtira atld :%ppurI A- Iwt•; therein helwlging to
like Grantee is fcc ainlple.
And ill.- Giarilur r,..avlants with iht• I;r:uNrr•. 111:11 I:rafltur i. Srizr.l �fj-�-Ir� (� •mhJ.�r•.4lL0yl m •. ham Ibe !•iFh[ lu r..nrey'
1be .:.ner iillf.•e ain.plt•, shot lit le in Illarl;elable '.hd free 1 r :Lk_hl 1•T, :rod Ilt::1 I;rautr.r kill W.'.0" tilt and
defend the title . g; kilest the I:na'fuI t lai ti of a l�y 'ryy1. 'I. t yIt r the rsr. p[i..u. h.•r.•ivaftd•r .: Glted.
Title 1n the prnperty Ila!rcilltr b..vc dotbcd i�[}�,q 1,i S fe. lu.a'rnF c'rri.l lr.u-:
1. The lien of l99 c valorem taxes due to Brunswick County_
2. Rights of way and easements for public utilities granted by the Crantor and previous
owners in the chain of title.
3. Covenants and Restrictions affecting; tha use and enjoyment of the property placed on
the property by the Grantor and previous owners in the chain of title.
4_ All matters that would be revealed by an on the spot inspection of the property.
IN N7r Nl]!! NlikkIara'. the a: rJr•1..r I..♦ Lrr,uuN. .,I hb h.nd+nd .r+t...r ,t . �.r•o.—, h+.. +rd llm n..lrun....t lu he utnrd V Its
rwpura/r none bf n. Arr17 aull.url1. ul hr rr. and ... —1 1.. nr hrrrunt.. afh.rd rn +uer...r... .-1 ... 11.,ud .�f u.. er r..r., Ihr d+y and )gar lual
at..%, an I Ira.
r YCH Eh7ERPRISES_ A aft CARQI.1N4 c�1:A1.P
l l'url•ur.tr .sa.r! GEN£RAI. PARTN;Tl6
u7: .. tSY' f71 '-- Ld�l�` la/atl
rre..drnt 1 {11 �.fjk ii NE. 1I1. GeiERA1. PARTNER
. ,,`',aylt�•r��H`l1frll�,l .hrr rrlarY td'ury.uulr tir+n =.
`,, ��� 11•lY aflw �,,'
Z�4f �r'i..an•• • •'T.j/i4 ''� ••nr rrl t•..ItuLl�w, 1QCCJ C7 1\VL-P.
1. a v tar7 Pamir ..r a.. r..aatt and at.le .fw—Akd, .rrl.f. ll..r u- CARTER HE:BANi;, 111,
A CEHERAI__PARTHER OF. YCM ENTERPRISES, A NC GE:NERAI..PARTNFRSHIP-
rl • �� 4a ��V ti r yrr,r.asll7 .Npr.trd urr..re n.r !hh d.) .hd a.►n—l.do�d .t.t ....anus 1113.r l.-rrCu.a.r tn\Iruraenl- W tat.. gar
�,•' • r ;i hand and uftuta[ tamp oe ara [. Ih.• Ja> IF-
'��ai �VER•Cu�����
q,f1111111ftIt\ 317 rummn.wn ra Pltr,; S - 7 �L�Yuhur.
5 C.\LST.\311' NUQTI1 t•AIWIM."A, . . . . .... . _. . fount).
1. a N,.t.ry 1•aL11r a! lhr ruunt!and a..tr .futrwd, .rr44' Ih.lti ... ----_---. _. ....
= yet•a.natq- rame betide me thl. dal and arkn/uxlr(d/cit7A -- Sn trlarY o
.. ._ _.__. .. r••.�1.`.� `)-,,. nW'. rlljh uUa rnf i�•t+Uun, + I-
nd lh.t G! sulhun!!' d0lY
.logo SndPz'd
hr ael[[[��`��1'''{���iiAyyy��1••+`}hl; Iu�U1(ltr4Ts!•fl C••Y•C tn.lrument ua. arC nrd In 11. I..rur a) If. -_ ------------
1' .'1'tY d y,llh 'l W / Ir .1 ..d atl e.lyd 9)' - -. +s 11• .. ... ....... . ..... lea rt la r)'.
J U and urtl. t+l stamp of /eat, thll _______da) A .•_-•, [!._. ___. _.
elf d..mwl,,.••rr n1•+r.,: .... .. _ _.- .._ _ N.dsrY t'uLllc
91:►1'li nF NOW1.11 CAHOLINA
COUNTY OF IIRUNSWICK
the 1 urcgnin� (ur amlexcd) Cerlificatc(s)nf _ }f P jL�
Nolary(ies) Public Is (are) Ccllificd ill he Cur[ect. ([
'This Insirtsulc m was filed fur ltcgistralion on this Day of lr�lrj , 191K,
in the (lank ;Ind P.ige s.hriwn on lite First Page: helcuf.
6tr.r+•d
RnrlElt TJ. UnflUISONJ Rrgisler rDeeds

1'I Alt
1997
V)97
1997
1997
1997
1997
1997
1997
I r)97
1')O7
1997
1907
1997
VA oaTg
2" 12 0 2 2
(90 0
BILL NII-MBER ACCOUNT NUMBER BILL DA'm JAX 11) NO
014372 1027 242-0 8-1-h-97 1 W 02800008 1'a4t"
014370 1027 2.12-11 S-26-97 l 'r—(1920un09 rr—
(014363 1027 2-12-0 8-26-97 r--rv�l500036 a--
p
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01436A �
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0014391
n [� 1 y 1 } _ -�)7 r �(121 UIHf 13 r.—
4 62038
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8-26-97 12600018 d
014378
1027 242-0
8-26-97 r r'028F13013 I"—
014379
1027 242-0
8-26-97 V 028FBO14 rf--
0i-1,$0
1027 242-0
8-26-97 f 028FFBO15 f�
01.1376
1027 242-0
97 n�"UB00, �
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014377
((1 l
0
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014309
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8-26-97 I C— 02200606 . lr--
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8-20-07 j ,� 02,01103102 0'
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1997 111.1382 2038 120-4) 8-26-97 i � 0280000820 ram"
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1.�.1.•1 J��1. '-1l�� � 1•I

1
912&2016
Corporations Division
Click Here To:
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: WCM Enterprises, LLC
Limited Liability Company Information
Sosid:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation
Registered Agent:
Corporate Addresses
0446516
Current -Active
Current
Domestic
1/611998
December
NC
Schoettelkotte, William W
Account
Login
Register
Reg Office:
2912 Hydrangea PI
Wilmington, NC 28403
Reg Mailing:
2912 Hydrangea PI
Wilmington, NC 28403
Mailing:
305 Colonial Dr
Wilmington, NC 28403
Principal Office:
305 Colonial Dr
Wilmington, NC 28403
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20
Member:
Harry D Atwood
PO Box 1062
Dayton VA 22821
Member:
Roxana Mebane Atwood
1236 Glenside Drive
Harrisburg VA 22801
Member:
R Mebane Atwood Boyd
226 Colonial Drive
Wilmington NC 28403
Member:
Pauline M Endo
7414 Lucky Fish Lane
Wilmington NC 28411
Member:
Pauline M Endo
7414 Lucky Fish Lane
Wilmington NC 28411
Member:
Tetsuhiko Endo
7414 Lucky Fish Lane
httpsalwww.so5nc.gov/SearctVprofcorp/4625654 112

A
912812p16
-•
Wilmington NC 28411
Member:
Tomohiko Endo
1338 2nd Ave, Apt 4A
New York NY 10021
Member:
Elizabeth M Farmer
160 Huntley Place
Charlotte NC 28207
Member:
Susan M Franco
3901 N Stratford Drive
Atlanta GA 30342
Co Manager:
W Carter Mebane , III
305 Colonial Drive
Wilmington NC 28403
Manager:
W Carter Mebane , III
305 Colonial Dr
Wilmington NC 28403
Member:
William C Mebane
7465 Thais Trail
Wilmington NC 28403
Member:
William C Mebane , IV
305 Colonial Dr
Wilmington NC 28403
Corporations Division
Member: Roxana Mebane Atwood Rev Trust U/A 2/23198
1236 Glenside Drive
Harrisonburg VA 22801
Member: Patricia M Schoettelkotte
2912 Hydrangea PI
Wilmington NC 28403
Member: William W Schoettelkotte
2912 Hydrangea Dr.
Wilmington NC 28403
https:l/www.sosnc.gov/SearctVprofcorp/4625654 212

ra
Enterprise Dr. Site ! ' i
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Leland Industrial Park � `
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Enterprise Self -Storage
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4

Hydrologic Soil Group -Brunswick County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map [snit — Brunswick County, North Carolina (NC019)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
Lo Leon fine sand j AID
Totals for Area of Interest
10.5
10.5
100.0%
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (AID, BID, and CID). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff., None Specified
Tie -break Rule: Higher
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
2/1312013
Page 3of3

Hydrologic Soil Group —Brunswick County, North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest (A01)
Map Scale: 1'2,020 if printed on A size (8.5" x 11") sheet,
Area of Interest (AOl)
The soil surveys that comprise your ADi were mapped at 1:24,000.
Soils
Soil Map Units
Warning: Soil Map may not be valid at this scale.
Soil Ratings
Enlargement of maps beyond the scale of mapping can cause
0
A
i misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
[]
AID
soils that could have been shown at a more detailed scale.
0
B
Please rely on the bar scale on each map sheet for accurate map
0
BID
measurements.
0
C
Source of Map: Natural Resources Conservation Service
[]
C/D
Web Soil Survey URL: http:/lwebsoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
Q
D
This product is generated from the USDA-NRCS certified data as of
Not rated or not available
the version date(s) listed below.
Political Features
Soil Survey Area: Brunswick County, North Carolina
p Cilies
Survey Area Data: Version 14, Jun 15, 2012
Water Features
Date(s) aerial images were photographed: 712/2005
Streams and Canals
The orthophoto or other base map on which the soil lines were
Transportation
compiled and digitized probably differs from the background
+++ Raifs
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Interstate Highways
US Routes
Major Roads
Local Roads
, Natural Resources Web Soil Survey 2/13/2013
0111111111111111 Conservation Service National Cooperative Soil Survey Page 2 of 3

34' 15 28'
769360 768400 769440 A
Hydrologic Soil Group --Brunswick County, North Carolina
769520
N Msp Srsle, 1:2,030 if ported on A size (8.5" x 1f") sheet
N
McSers
m 0 25 50 100 150
A F8el
0 100 200 400 600
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
34` 15 37
34.15' 28"
N
v
n
2/13/2013
Page 1 of 3

Enterprise Dr Self Storage Pond A
NCDEQ Wet Retention Basin Requirements
Objective: Design a wet retention basin with the following characteristics: a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NCDEQ and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 4.75 ACRE Value from CAD
Impervious Drainage Area 3.13 ACRE Value from CAD
Impervious Cover 65.9% Impervious Cover=(Impervious Drainage Area)/(Total
Drainage Area) *100%
Elevation of Permanent Pool Surface
53.0
FT
Value selected by designer
Avg. Depth of Permanent Pool
4.6
FT
Value from Avg. Depth Calculation Option 2
Elevation of Wet Detention Pond Bottom
45.0
FT
(Bottom Elevation)=(Permanent Pool SurfaceElevation)-(Depth
of Permanent Pool)
Approximate Pond Length
223
FT
Value from CAD
A roximate Pond Width
77
FT
Value from CAD
Len th:Widih Ratio
3:1
Ratio= Len th Width :1
Required SA/DA Ratio for 90% TSS Removal 5.22 Value from chart. Reference: 90% TSS Removal
Required Permanent Pool Surface Area 10,795 SF Required Surface Area=(Required SAIDA Ratio)*(Total
Drainage Area)
Provided Permanent Pool Surface Area 12,273 SF From stage -storage calculations
Average Depth Calculation: (option 2 per Errata)
Pond #1
Asotmm shert = 8,459 sf main+forebay
Asottom pond = 2,079 sf main excluding sed storage
Ap, po.,= 12,173 sf main+forebay
Depth = 6.0 ft Bottom of shelf to sed storage
_ ft Based on 6-ft shelf (0.50 not 0.2,
SA/DA 5.22
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv
0.643
IN/IN
Rv=0.05+0.009*(% Impervious)
Required 1.5" Runoff Volume
16,622
CF
1.5" Runoff Volume=1.5 inch*Rv*1 foot/12
(Volume of Temporary Pool)
inch '(Total Drainage Area)
Permanent Pool Volume
38,536
CF
Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled
55,158
CF
Total Volume to be Controlled=(Volume Below
Permanent Poo!) + 1.5" Runoff Volume
Storage Elevation at Required Volume
54.25
FT
Value is interpolation based upon stage -storage
e Elevation Provided
0 3a: Calculate the required fore&ry volurf
PPool Volume
Required Forebay Volume
54.50 FT Value chosen by designer
18-22% ofperm.
38,536 CF
7,707 CF
and compare to the forebay volume
Total PPool Volume
Forebay Volume=(Total Pond Volume) *20%

Provided Forebay Volume 7,735 CF Value from stage -storage calculations
Provided Forebay Volume:Total Pond Volume 20.1% (Provided Forebay Volume)/(Total Pond
Volume) *100%
Step 4. Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low -Flow Orifice
2.00
IN
Value chosen by designer
Elevation of Temp Pool
54.50
FT
Provided Storage Vol Elev.
Total Elevation Head Above Orifice
1.50
FT
(Total Elevation Head Above Orifice)=(Weir Elevation) -
(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=[(Storage
Average Elevation Head Above Orifice
0.50
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)]/3-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.06
CFS
Q=Cd*(Pi)*[(Diameter ofOrifrce)*(1 ft/12
in)]12/4*[2*32.2*(Average Head)]^1/2
Drawdown Time for 1.5-inch Runoff
3.11
DAYS
(Drawdown Time) =(1.5" Runoff Volume)/Q*(1
day186400 seconds

Enterprise Dr Pond A
Stage -Area -Storage Calculations
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
63.0
12,173
0
0 --Permanent Pool
54.0
13,798
12,986
12,986
55.0
15,516
14,657
27,643
56.0
17,290
16,403
44,046 -Top of Pond
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
45.0 1 607 0 0
46.0
47.0
48.0
49.0
50.0
51.0
52.0
53.0
54.0
55.0
56.0
Forebay
Contour
2,079
2,613
3,207
3,851
6,060
7,220
8,459
12,173
13,798
15,516
17,290
1,843
2,346
2,910
3,529
4,956
6,640
7,840
10,316
12,986
14,657
16,403
0
2,346
5,256
8,785
13,741
20,381
28,220
38,536
51, 522
66,179
82,582
Cumulative
Contour Incremental Volume, S
Area (SF) Volume (CF) (CF)
48.0
777
0
0
49.0
1130
0
0
50.0
1,509
1,320
1,320
51.0
1,915
1,712
3,032
62.0
2,345
2,130
5,162
53.0
2,802
2,574
7,735
--Pond Bottom
• -Sediment Storage
-Bottom of Shelf
•Permanent Pool
-Top of Pond
+-Forebay Bottom.
Sediment Storage
­Forebay Volume
k " 9 tV
OCT 18 20to

Enterprise Dr Self Storage Pond B
NCDEQ Wet Retention Basin Requirements
Objective: Design a wet retention basin with the following characteristics: a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NCDFQ and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 2.66 ACRE Value from CAD
Impervious Drainage Area 1.94 ACRE Value from CAD
Impervious Cover 72.8% Impervious Cover=(Impervious Drainage Area)/(Total
Drainage Area) *100%
Elevation of Permanent Pool Surface
54.5
FT
Value selected by designer
Avg. Depth of Permanent Pool
4.0
FT
Value from Avg. Depth Calculation Option 2
Elevation of Wet Detention Pond Bottom
47.0
FT
(Bottom Elevation)=(Permanent Pool SurfaceElevation)-(Depth
of Permanent Pool)
Approximate Pond Length
170
FT
Value from CAD
A roxie Pond Width
4
63
FT
Value from CAD
Length .W,I Ratio
3:1
Ratio = Len th Width :1
Required SA/DA Ratio for 90% TSS Removal 6.30 Value from chart. Reference: 90% TSS Removal
Required Permanent Pool Surface Area 7,308 SF Required Surface Area=(Required SA/DA Ratio) *(Total
Drainage Area)
Provided Permanent Pool Surface Area 7,546 SF From stage -storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv 0.706 IN/IN Rv=0.05+0.009*(% Impervious)
Required 1.5" Runoff Volume 10,231 CF 1.5" Runoff Volume=1.5 inch*Rv*1 foot/12
(Volume of Temporary Pool) inch*(Total Drainage Area)
Permanent Pool Volume 21,493 CF Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Vo!u ,,e to be Centrened 3 724 CF Total Volume to be Controlled=(Volume Below
Permanent Pool) +(1.5" Runoff Volume)
Storage Elevation at Required Volume 55.71 FT Value is interpolation based upon stage -storage
values. See stage -storage calculations
Storage Elevation Provided 56.00 FT Value chosen by designer
Step 3a: Calculate the required forebay volume (18-22% of perm. pool volume) and compare to the forebay volume provided
PPool Volume K V 21,493 Cf Total PPool Volume
Required Forebay volume C) 1 t i 4,299 CF Forebay Volume=(Total Pond Volume)*20%
n C
E3
Average Uepth Calculation: (Option 2 per Errata)
Pond #1
A5._. shm.=
5,324
Sf main+forebay
AB__ Pmd =
707
sf main excluding sed storage
APe1,,, pcw =
7,546
sf main+forebay
Depth =
5.5
ft Bottom of shelf to sed storage
d,,,9 =
,4.0-
ft Based on 6-ft shelf (0.50 not 0.2.
SA/DA
6.3

Provided Forebay volume 4,159, CF Value from stage -storage calculations
Provided Forebay Volume:ToYal Pond Volume 19.4 (Provided Forebay Volume)1(Total Pond
%u
Volume) 100 /o
Step 4. Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low -flow Orifice 1.75. IN Value chosen by designer
Elevation of Temp Pool 56.00 FT Provided Storage Vol Flev.
Total Elevation Head Above Orifice
1.50
FT
(Total Elevation Head Above Orifice)=(Weir Elevation) -
(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice
0.50
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)]/3-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.05
CFS
Q=Cd*(Pi)*((Diameter of Orifice)*(1 ft112
in)]-214*(2*32.2*(Average Head)]A112
Drawdown Time for 1.5-inch Runoff
2.50
DAYS
(Drawdown Time)=(1.5" Runoff Volume)/Q*(1
day186400 seconds

Enterprise Dr Pond B
Stage -Area -Storage Calculations
StagelStorage Above Permanent Pool (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
54.5
7,546
0
0 •Permanent Pool
55.0
8,243
3,947
3,947
56.0
9,565
8,904
12,851
57.0
10,943
10,254
23,105
58.0
12,378
11,661
34,766
59.0
13,868
13,123
47,889 -Top of Pond
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
47.0
363
0
0
+Pond Bottom
48.0
707
0
0
Sediment Storage
49.0
1,125
916
916
50.0
2,047
1,586
2,502
51.0
2,851
2,449
4,951
52.0
3,766
3,309
8,260
53.0
4,779
4,273
12,532
53.5
5,324
2,526
15,058
•Bottom of Shelf
54.5
7,546
6,435
21,493
+-Permanent Pool
55.0
8,243
3,947
25,440
56.0
9,565
8,904
34,344
57.0
10,943
10,254
44,598
58.0
12,378
11,661
56,259
59.0
13,868
13,123
69,382
'Top of Pond
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
48.0
97
0
0 -Forebay Bottom
49.0
218
158
0 +Sediment Storage
50.0
428
323
323
51.0
663
546
869
52.0
936
800
1,668
53.0
1,239
1,088
2,756
53.5
1,404
661
3,416
54.5
1,569
743
4,159 -Forebay Volume

NOTE: This is not a survey. All boundaries and distances are considered approximate.
This represents a preliminary sketch prepared from field notes. A survey of delineated
areas and review and approval by the US Army Corps of Engineers is recommended prior
to specific site planning. Numbers represent approximate flag lccalicns.
M
,
qr
Areas considered to be uplands - 10.0 ac or 937
Flogged wetlands (pending review and approval E
by the U.S. Army Corps of Engineers - 0.7 ac or 7
Andrew Jackson HWy NE �"--•�_' _
UWETL.ANDS;rr 9yt@tandwe0andske r
Map Source: 2010 GIS Wortd limageAM1111111111111111L
]italGlob*
round. IGN
SR#1723
i
N
SCALE 1" = 200'
r
� A �
Earthstar Geographics, CNESIAirbus DS, USOX-13SCaS, AEX;-"
Enterprise Driv TAWTh- IE IV LMG Brunswick Cou y, NC nti�>�,tnnn',Emr,[V,n�•�1F Preliminary
OCT 0 6 2016 www.lmgro�.net UplandlWetland Sketch
October 2 1 3805 Wrightsville Avenue
LMG # 40-16-20f: Wilmington, NC 28403
Phone:[phone] Fax:[phone]

PARAMOUNTE
i--- N G I N E t= FZ I N G, 1 N G.
October 18, 2016 ECEIVG
Mrs. Christine Hall OCT 1: 8 2016
NCDEQ— DEMLR — Land Quality
127 Cardinal Dr. Ext BY:
Wilmington, NC 28405
RE: Request for Additional Information 2 aE C-_rj j-\7 E D
Express Stormwater Permit SW8 160910 OCl 18
2016
Enterprise Drive Self -Storage, Brunswick County, NC
Dear Mrs. Hall,
On behalf of WCM Enterprises, LLC, we are submitting a response to the above -referenced as e-
mailed on October 10, 2016. Please find your comments below with our response provided in bold.
1. 15A NCAC 021-1. 1 003(g)(4):
a. In response to Item 1 of the previous request for additional information, proposed contours
and spot elevations were added to C-3.1. However, the indented grading plan in the vicinity of DI-
203 and the entrance off Enterprise Drive is not clear. For instance, the rim elevation of DI-203
appears to be set higher than the surrounding areas. Please provide additional grading information to
support the delineated drainage area along the entrance road off- EFiterprise Drive.
Response: I added a few more spots to show the inverted crown of the driveway more clearly. I
subsequently tighten up the drainage area and revised applications, etc.
b. As requested in Item 1 of the previous request for additional information, please provide
the drainage information associated with the proposed collection system including elevations.
Response: The storm drainage collection system has grade provided in a storm schedule table.
15A NCAC 021-1.1008(e)(10) and Reeotr mendation her Figiwe 10-2b and Section 10.3.4 of
the 2007 BMP manned: In response to Item 3 of the previous request for additional
information, the forebay for both ponds were deepened by one foot to provide sediment
storage. However, the Stage/Storage Total Pond (Including Forebay) table for Pond A appears
to include the volume associated with this sediment storage from the forebay in the
determination of the permanent pool volume. For instance, at the new forebay bottom
elevation of 48 ft, the associated surface area and incremental volume presented in this table
both increased from the previous set of calculations. Please confirm that the sediment removal
elevation in both the main pond and the forebay have been excluded from the main pond
calculations. If these revised calculations are correct, please confine that the permanent pool
volume is presented consistently between the application documents.
Response: Volumes have been updated to reflect the exclusion of the sediment storage volume.
15A NCAC 0211.1003(1,)(5): In response to IteFn 5 of the previous request for additional
information, a preliminary upland/wetland sketch was provided. Since wetlands have been located
within the site boundary, please delineate the wetlands on the plans.
Response: Wetlands have been shown and preliminary permit impact areas shown.
1 2 2 C I N E M A D R I V E, W I L M I N G T ❑ N, N C 2 9 4 ❑ 3
H . ( 9 F 0) 7 9 1 - 5 7 0 7 F A X [ 1 9 1 0 1 7 9 1 - 6 7 6 0

r� 1r
,� _.. �..L ... ,
4 t��i'f l �i„ j`
4�` 9
�, ,,�

Mrs. Christine Hall
Page 2 of 2
4. Recommendation: In response to Item 6 of the previous request for additional information,
revised GPS coordinates were provided in Section I.4 of the application. However. these
coordinates appear to locate a spot in Macon County instead of Brunswick County. Please confine
the latitude and longitude provided in Section 1.4 of the application for accuracy. Accurate
coordinates lielp to improve the pennit mapping tools available on the DI --MLR website.
Response: The lat and long have been corrected.
5. "I'he express additional infonnation review fce has been waived for this request.
Response: We appreciate that.
Sincerely,
Paramounte Engineering, Inc.
J. ranch Smith, PE
[e-mail]
Cc: Bill Schoettelkotte, WCM Enterprises
Encl: (2) Grading and Drainage Plans (C-3.1) & Drainage Area Map (DA-Map)
(2) Revised Appl. Page 1 and 3
(1) Supplements for Pond A &B
(1) Revised Narrative & Pond Calcs
F-CEIVE
OCT 18 2016
BY:
1 2 2 C 1 N E M A D R 1 V E, W I L M I N C T ❑ N, N C 2 8 4 ❑ 3
P H 1 9 1 0 1 7 9 1 - 6 7 0 7 F A X: f 9 1 ❑ 1 7 9 1 , 6 7 G 0

�r
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Energy, Mineral & TRACY DAVIS
Land Resources Director
ENVIRONMENTAL QUALITY
October 10, 2016
William W. Schoettelkottc, Manager
WCM Enterprises, LI.,C
305 Colonial Dr.
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 160910
Enterprise Drive Self -Storage
Brunswick County
Dear Mr. Schoettelkottc:
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for Enterprise Drive Self -Storage on September 26, 2016 with additional information
received on October 6, 2016. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
15A NCAC 021-I.1003(g)(4):
a. In response to Item 1 of the previous request for additional information, proposed
contours and spot elevations were added to C-3.1. However, the indelacd grading plan in
the vicinity of I7I-203 and the entrance off 13nterprise Drive is not clear. For instance, the
rim elevation of DI-203 appears to be set higher than the surrounding areas. Please
provide additional grading information to support the delineated drainage area along the
entrance road off Enterprise Drive.
b. As requested in Item 1 of the previous request for additional information, please provide
the drainage information associated with the proposed collection system including
elevations.
/2. 15A NCAC 021-1.1008(e)(10) and Recommendation per Figure 10-2b and Section 10.3.4 of the
2007 BMI' manual : In response to Item 3 of the previous request for additional information, the
Forebay for both ponds were deepened by one foot to provide sediment storage. However, the
Stage/Storage Total Pond (Including Forebay) table for Pond A appears to include the volume
associated with this sediment storage from the Forebay in the determination of the permanent pool
volume. For instance, at the new Forebay bottom elevation of 48 ft, the associated surface area
and incremental volume presented in this table both increased from the previous set of
calculations. Please confirm that the sediment removal elevation in both the main pond and the
forebay have been excluded from the main pond calculations. If these revised calculations are
correct, please confirm that the permanent pool volume is presented consistently between the
application documents.-
15A NCAC 021-1.1003{g)(5): In response to Item 5 of the previous request for additional
information, a preliminary upland/wetland sketch was provided. Since wetlands have been
located within the site boundary, please delineate the wetlands on the plans.
✓ 4. Recommendation: In response to Item 6 of the previous request for additional information,
revised GPS coordinates were provided in Section I.4 of the application. However, these
coordinates appear to locate a spot in Macon County instead of Brunswick County. Please
confirm the latitude and longitude provided in Section I.4 of the application for accuracy.
Accurate coordinates help to improve the permit mapping tools available on the DEMI,R website.
5. The express additional information review fee has been waived for this request.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional office 1127 Cardinal Drive Extension I Wilmington. NC 28405
W 7% 7215

i
State Storrnwater Permit No. S%V8 160910
]'age 2 of2
Please keep in mind (hat changing one number may change other numbers and require the calculations;
supplements, and other supporting documentation to be updated. 'Verify all numbers are correct to ensure
consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to October 18, 2016, or the application will
be returned as incomplete. Please note that only Avo letters requesting additional information is allowed
in the State Stormwater Program. If the infornzatiO17 is not satisfactorily provided after the second
request, Ithe project will be returned. If the project is returned and you wish to re -submit to the Express
Program, you will need to reschedule the project through the Express Coordinator for the next available
review date and will need to resubmit all of the required items at that time, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information, which shall be no later than 5
business days past the original due date.
The construction of any impervious surfaces; other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement.
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express'' and reference the project name and State assigned
project number on all correspondence. If you have any questions concerning this matter, please feel free
to call me at [phone] or email me at [e-mail].
Sincerely,
U�,�. W4
Christine 1-fall
Environmental Engineer
GDSlcanh: I11StormwaterlPermits & Project.s120161160910 1-1D12016 10 addinfo 160910
cc: Branch Smith, Paramounte Engineering
Wilmington Regional Off -ice Stormwater File
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I wlmington. NC 28405
910 796 7215

:V
Hall, Christine
From: Hall, Christine
Sent: Monday, October 10, 2016 3:31 PM
To: 'Branch Smith'; [e-mail]
Cc: Weaver, Cameron
Subject: 2nd request for additional info - Enterprise Drive Self -Storage, SW8160910
Attachments: 2016 10 addinfo 160910.pdf
Gentlemen,
Attached is the second request for additional information regarding the subject project. As always, please let me know
if you have any questions or concerns.
Christine
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--,
C.-I.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Branch Smith [maiito:[e-mail]]
Sent: Thursday, October 06, 2016 4:42 PM
To: Hall, Christine <[e-mail]>; [e-mail]
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: request for additional info - Enterprise Drive Self -Storage, SW8160910
Christine:
See attached. We're delivering now. We were waiting to see about the wetlands and they picked them up for us. We
thought they were none, but found an isolated pocket as such. We'll permit the impacts as stated in the letter.
Kind Regard;;
leirandi
From: Hall, Christine[mailto:[e-mail]]
Sent: Thursday, October 06, 2016 8:29 AM
To: Branch Smith <[e-mail]>; [e-mail]

t
PARAMOUNTE
E N G 1 iV E E Ft 1 IN G, I " C.
October 6, 2016
Mrs. Christine Hall a r
NCDEQ— DEMLR — Land Quality EC EI �I E
127 Cardinal Dr. Ext
Wilmington, NC 28405 OCT 0 6 2016
IV.I~'..t D
RE: Request for Additional Information BY:
Express Stormwater Permit SW8 160910 OCT 0 6 2016
Enterprise Drive Self -Storage, Brunswick County, NC
Dear Mrs. Hall,
On behalf of WCM Enterprises, LLC, we are submitting a response to the above -referenced as e-
mailed on September 29, 2016. Please find your comments below with our response provided in
bold.
15A NCAC 021-1.1003(g)(4): Provide a topographic map or grading plan of' the project area
showing the proposed contours for the proposed built -upon area and drainage information including
the elevations associated with the proposed collection syslem. Recommendation: In the case where
the contour interval on cr '7opngraphic"Harp is too large to adequately reflect the c-Yisthw and
proposed ch-ahrage patterns ufa relatively flat property, spot elevations anellor a site-spec4k'l
elevation survev ma}, he needed. -
Response: Contours have been generated for the spot shots previously provided on the grading
and drainage plan.
2. 15A NCAC 021-1.1003(g)(7):
a. In Section IV.10 of the application, the suns of the impervious area allocated to Drainage
Area B is inconsistent with the total presented. Please conf irrn Ilse amount of built -upon
area allocated to Drainage Area B.
Response: The Future Amount was not entered correctly. The permit application now
shows the correct values that total to 84,500 sf.
b. The calculations for Pond A list the depth used in the Option 2 calculation for
determining pond average depth as being 7 ft. However, the distance between the bottom of
the shelf (elevation reported as 52 ft) and the bottom of the pond / top of' tile sediment
removal (elevation reported as 46) is 6 R. Please cotifirtn the intended design of the pond.
Response: The depth was re -calculated to be 6.0 ft as stated, and average depth values
changed from 5.2 to 4.6 ft therefore changing SA/DA from 4.51 to 4.94. The required
pool surface area increased, but it would not require Pond A to be changed.
c. The supplement for Pond A indications that the vegetated side slopes will have a slope of
4:1; however, the pond cross-section shows the side slopes will be 3:1. Please conf nil.
Response: Supplement SS revised to 3:1.
d. The Post -Development Calculations for Pond B list the bottom elevation as 46 ft.. however,
the remaining application documents list this elevation as 47 ft. Please confirm.
Response: The calculations have been revised to reflect bottom of 47 ft for Pond B.
1 2 2 G I N G M A b R I V E, w I L M I N G T❑ N, N G 2 B 4 ❑ 3
P H: 1 9 1 0 1 7 9 1 - 6 7 0 7 F A X: 1 9 1 O I 7 9 1 - 6 7 6 ❑

Mrs. Christine Hall
Page 2 of 2
3. 15A NCAC 021-1.1008(c)(10) and Recommendation per l=igrrre I0-2h and .Section I0.3.4 offhe
00713AIP manual: The permanent pool rolume is considered to he hcltreen the per m nrerrt pool
elevation and the top elevation of the sediment storage and does not include the recommended
rrrirrimurn l-fuot sedirrrenl rrccumulalion depth. The stage -storage tables for the forebays in both
ponds appear to indicate that the forebay volumes include the recommended 1-foot sediment
accumulation depth. Please demonstrate that the appropriate volumes have been considered and/or
that the wet detention ponds have been designed to account fc)r sufficient sediment storage to allow
the proper operation and maintenance of the facility between scheduled clean outs.
Response: The forebay volumes have been added and pond bottom elevations are revised.
4. 15A NCAC 021-I.1008(e)(2): Sheet C-4 lists the discharge outlet elevation for the 24" outlet pipe for
Pond 13 as being set at 52.5 fi. However, the contours shown on C-3.1 in the vicinity of the proposed
outlet indicate that the drainage feature this pipe discharges to has an elevation of approximately 57
fi. Please confirm the design or provide additional details demonstrating that the pond will be able
to drawdown as intended.
Response: The outfall pipe was relocated to avoid major ditch re -grading subject to NCDOT's
approval, therefore, the pipe outfall drains to elevation 53.0.
5. 15A NCAC 021-1.1003(g)(5): As discussed in the submittal meeting on September 23. 2106 and
noted in my e-mail dated September 26, 2016, please cithcr delineate the onsite Wetlands or include
a note on the plans that none exist within the site area. ]fa note is already on the plans, please
provide a citation of -where the note can be found.
Response: Wetlands have been found on the property and will be permitted as impacts.
6. Recommendation: Please check the latitude and longitude provided in Section 1.4 of the application
for accuracy. Accurate coordinates help to improve the permit mapping tools available oil the
DI MI-R website.
Response: The lat and long have been corrected.
7. The express additional information review fee has been waived for this request.
Response: We appreciate that.
Sincerely,
Paramounte Engineering, Inc.
YBranch Smith, PE
bsmitFt.�paramounte-eng com
Cc: Bill Schoettelkotte, WCM Enterprises
Encl: (2) Grading Plans (C-3.1) k tkslw IS
(2) Revised Appl. Page 1 and 3
(1) 0&M Page 4
(1) Supplements for Pond A &B
(1) Revised Narrative & Pond Calcs
(1) EMG Wetland Sketch
V'Oewr%
oct o 6 zoos
1 2 2 C I N E M A D R I V E, W I L M I N G T ❑ N, N C 2 B 4 ❑ 3
P H 1 9 1 0 1 7 9 1 - C. 7 ❑ 7 F A %: (9 1 ❑ ) 7 9 1 - 6 7 6 4

Hall, Christine
From: Branch Smith <[e-mail]>
Sent: Thursday, October 06, 2016 4:42 PM
To: Hall, Christine; [e-mail]
Cc: Weaver, Cameron
Subject: RE: request for additional info - Enterprise Drive Self -Storage, SW8160910
Attachments: C-3.1.pdf; C-4.2.pdf; 161006 SW Resgonsel_.pdf
Christine:
See attached. We're delivering now. We were waiting to see about the wetlands and they picked them up for us. We
thought they were none, but found an isolated pocket as such. We'll permit the impacts as stated in the letter.
Kind Regards.
F3ranch
From: Hall, Christine[mailto:[e-mail]}
Sent: Thursday, October 06, 2016 8:29 AM
To: Branch Smith <bsmith@paramounte-eng,com>; [e-mail]
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: request for additional info - Enterprise Drive Self -Storage, SW8160910
Branch,
The requested information for this project was due back prior to today. I haven't seen anything come in yet on this
project. Can you advise on its status?
Thanks,
Christine
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(d.ncdenr clov
127 Cardinal Drive Ext.
Wilmington, NC 28405
K..C-
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: Hall, Christine
Sent: Thursday, September 29, 2016 12:31 PM
To:'Branch Smith' <[e-mail]>; '[e-mail]' <[e-mail]>

Energy, Mineral &
Land Resources
ENVINONMENTAL QUALITY
September 29, 2016
William W. Schoettelkotte, Manager
WCM Enterprises, I.LC
305 Colonial Dr.
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. S` N'8 160910
Enterprise Drive Self -Storage
Brunswick County
Dear Mr. Schoettelkotte:
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
�/a,�/('0
TRACY DAVIS
Director
'I'he Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for Enterprise Drive Self -Storage on September 26, 2016. A preliminary in-depth review of
thal information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
r\,J 1. 15A NCAC 021-1.1003(g)(4): Provide a topographic map or grading plan of the project area
showing the proposed contours for the proposed built -upon area and drainage information
including the elevations associated with the proposed collection system. Recommendation: In the
case where the contour interval bn a "'topographic " map is too large to adequately reflect the
existing and proposed drainage patterns of a relatively flat property, spot elevations andlor a
G• a`�� site -specific elevation survey may be needed.
IpJ
2. 15A NCAC 0214.1003(g)(7):
,o 4/a. In Section IV.10 of the application, the sum of the impervious area allocated to Drainage
4,r. Area l3 is inconsistent with the total presented. Please confirm the amount of built -upon
area allocated to Drainage Area 13.
Vb "fhe calculations for Pond A list the depth used in the,Option 2 calculation for
determining pond average depth as being 7 ft. However, the distance between the bottom
of the shelf (elevation reported as 52 ft) and the bottom of the pond / top of the sediment
removal (elevation reported as 46) is 6 ft. Please confirm the intended design of the
pond.
"I'he supplement for Pond A indications that the vegetated side slopes will have a slope of
VdI-_ 4:1; however, the pond cross-section shows the side slopes will be 3:1. Please confirm.
"fhe Post -Development Calculations for Pond 13 list the bottom elevation as 46 ft,
however, the remaining application documents list this elevation as 47 ft. Please confirm.
3. 15A NCAC 021-1.1008(e)(10) and Recommendation per Figure 10-2b and Section 10,3.4 of the
2007 BMP manual: The permanent pool volume is considered to be benveen the permanent pool
elevation and the top elevation of the sediment storage and does not include the recommended
minimum 1-foot sediment accumulation depth. The stage -storage tables for the forebays in both
Ponds appear to indicate that the forebay volumes include the recommended 1-foot sediment
accumulation depth. Please demonstrate that the appropriate volumes have been considered
and/or that the wet detention ponds have been designed to account for sufficient sediment storage
to allow the proper operation and maintenance of the facility between scheduled clean outs.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

State Stormwater Permit No. SW8 160910
Page 2 of 2
✓ 4. 15A NNCAC 021-1.1008(e)(2): Sheet. CA lists the discharge outlet elevation for the 24" outlet pipe
for Pond 13 as being set at 52.5 ft. However, the contours shown on C-3.1 in the vicinity of the
proposed outlet indicate that the drainage feature this pipe discharges to has an elevation of
approximately 57 ft. Please confirm the design or provide additional details demonstrating that
the pond will be able to drawdown as intended.
5. 15A NCAC 021-1.1003(g)(5): As discussed in the submittal meeting on September 23, 2106 and
noted in my c-mail dated September 26, 2016, please either delineate the onsite wetlands or
include a note on the plans that none exist within the site area. If a note is already on the plans,
please provide a citation of where the note can be found.
6. Recommendation: Please check the latitude and longitude provided in Section 1.4 of the
application for accuracy. Accurate coordinates help to improve the permit mapping tools
available on the DEIMLR website.
T The express additional information review fee has been waived for this request.
Please keep in mind that changing one number may change other numbers and require the calculations,
supplements, and other supporting documentation to be updated. Verify all numbers are correct to ensure
consistency in the application documents.
Please note that. this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to October 6, 2016, or the application will be
returned as incomplete. If the project is returned and you wish to re -submit to the Express Program, you
will need to reschedule the project through the Express Coordinator for the next available review date and
will need to resubmit all of the required items at that time, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information, which shall be no later than 5
business days past the original due date.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and State assigned
project number on all correspondence. If you have any questions concerning this matter, please feel free
to call me at [phone] or email me at [e-mail].
Sincerely, r
CL& , p , 0 Q
Christine Hall
Environmental Engincer
GDSlcanh: 111Stormwatcr\Permits & 1'rojects120161160910 HM2016 09 addinfo 160910
cc: Branch Smith, Paramounte Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office f 127 Ca rdinal Drive Extension I Wilmington, NC 28405
910 796 7215

Hall, Christine
From: Hall, Christine
Sent: Thursday, September 29, 2016 12:31 PM
To: 'Branch Smith'; '[e-mail]'
Cc: Weaver, Cameron ,
Subject: request for additional info - Enterprise Drive Self -Storage, SW8160910
Attachments: 2016 09 addinfo 160910.pdf
Gentlemen,
Attached is a pdf of the request for additional information on the subject project. Please let me know if you have any
questions or concerns.
Thanks,
Christine
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: Monday, September 26, 2016 1:44 PM
To: 'Branch Smith'
Cc: '[e-mail]'; Weaver, Cameron
Subject: Enterprise Dr. Self Storage
Branch,
I received the revised submittal this morning and it looks like all of the items discussed in the meeting were addressed
except I still can't find the wetland note on the plans. Where I can find this note? If the wetland note was inadvertently
left off the plans, it will need to be addressed.
Since this is a minor item, I will go ahead and accept the submittal as received this morning.
Thanks,
Christine
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.

1 For DEQ Use ONLY
Reviewer: �� �
North Carolina Department of Environmental Quality \' 4` _
sU�mic
Request for Express Permit Review N-A
Time: _Ir
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 file) and vicinity map (same items expected in the application
ap ckape of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson@ncdenrgov
• Fayetteville or Raleigh Region -David Lee 919-791-4203, david.Iee@ncdenrgov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107, [e-mail]
• Washington Region -Lyn Hardison 252-948-3842 or [e-mail]
• Wilmington Region -Cameron Weaver 910-796-7303 or Cameron. weaver@ncdenr. ov
NOTE. Project application received after 12 noon will be stamped in the following work day,
Project Name: ENTERPRISE SELF STORAGE County: BRUNSWICK
Applicant: BILL SCHOETTELKOTTE Company: WCM ENTERPRISES
Address: 305 COLONIAL DR City: WILMINGTON, State: NC Zip: 28403-
Phone: [phone], Fax: _ , Email: [e-mail]
Physical Location: ENTER PRISE AND TRADE DR
Provided Existing Permits
related to this Project
SW
SW
SW
NPDES
NPDES
Wo
Wo —
E&5_
_
E&S _
Other
\1,ojecl Drains into C waters — Water classification SW (DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin. Is project draining to class QRW waters? N, within 112 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: BRANCH SMITH PE Company: PARAMOUNTE ENGINEERING
Address: 122 CINEMA DR City: WILMINGTON, State: NC Zip: 28403-_
Phone: [phone], Fax: _ _ , Email: [e-mail] ®�
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$# JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial 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
�® Stake 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 Densily-Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Densily-SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit n)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
t®'Land Quality ® Erosion and Sedimentation Control Plan with 11 acres to be disturbed. (CK # & Amt. (for DEO use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request).
Wetlands on Site ❑ Yes ® No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No . Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
Poi DI"Q use or)iy
Fee Split for multiple permits: (Check # ] Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
1$
Stream Deter.
$
NGDEQ EXPRESS March 2016

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ENTERPRISE DR SELF STORAGE
BP-UNSWJC.K COUN':f'Y, NOR':11-1 CAROLINA
STORMWATER AND EROSION CONTROL NARRATIVE
Prepared for.:
WCM Enterprises, LLC
305 Colonial Drive
Wilmington, NC 28403
Prepared by:
... ,--......................
PARA:MC-UNTE
122 Cinerna Drive
WITiington, NC 28403
[phone]
NC License t3: C-2846
Project 413119. 1.)1;
September 20"16

ENTERPRISE DR SELF STORAGE
BRUNSWICK COUNTY, NORI-1-1 CAROLINA
Table of Contents
PROJ11C1' NARRATIVE:
PROPOSED EROSION CONTROL MLASURES
PROPOSED S1'ORMWATEAR CONTROL MHASURES
A'l" ACI-IMTNTS:
property Deed
Soils Map
USGS Map
Storrnwater/E3rosion Control Calculations

PROJECT NARRATIVE
WCM Enterprises is developing a proposed self -storage facility located on US 74/76 at the intersection of
Enterprise Drive, which is Leland Industrial Park or Windsor Commercial Park. It is further identified by
Brunswick County PIN 11: 218809062699, Parcel ID 0280000842 (10.70+/- ac), and coordinates: Isar: 34° 15'
33.39"N, [song: 78' 4' 22.94" W. The site is adjoined by US 74/76 to the south, a Duke I-Inergy substation
and shop to the west, FriLcrprise Drive to the east, and Trade Street to the North cleared property except the
cast, which is residential use. A Duke Energy Transmission 70-ft ROW (Sutton Linc 230Kv South) runs
across the property.
The current site consists of 0-1% sloped terrain with part woods. '['he existing soils on the site are
predominantly Leon -fine sand (Lo) according to the Web Soil Survey of NRCS. According to tlhe attached
USGS map, the site drains to Banton Branch, which is classified as Cl- SW in Cape Dear River Basin.
PROPOSED EROSION CONTROL MEASURES
A. TE' 'MI'ORARY CONSTRUCTION ENTRANCE (DENK PRACTIC1 6.06) Two temporary
gravel construction entrances are installed on the two proposed state road driveways.
11. `I'1?MPORARY SILT (SEDIMENT) FENCE (DENR PRACTICE 6.62) Temporary silt fence
will be used to control sediment runoff from fill areas, and prevent any const.ruct.ion sediment or
trash from leaving the site.
C. RIP -RAP OUI'L E"T PROTECTION (DENK PPACT'ICF" 6.41) One outlet protccdon is
shown within the sediment basin (future wet detention basin) and will prevent scour and erosion
front washing the inside of the storage basin as well as future wet pond slopes.
D. T'I MPORARY'SKIMME.11 SEDINIE..NT BASIN (DENK PRACTICE 6.64) Two sediment
basins will be used to control all disturbed area sediment -runoff with a skimmer dewatering device
attached to the outlet for the future permanent wet pond. -Note: baffles are not included within the
sediment basin details since water will be retained within the basin therefore submerging the baffles.
An emergency overflow spillway is designed in accordance to the wet: pond design.
E. TEMPORARY INLET PROTECTION (DENK PRACTICE 6.51) Inlct. protections are
shown for most of the storm drainage inlets and is intended to be installed after construction of the
inlets unless t.hc ground surrounding the inlets is stabilized with pavement or vegetation. Otherwise,
the details indicated prevent most of the sediment -runoff from depositing and potentially clogging
the proposed storm pipe networks.
1 . '1T'MPOKAKY'1'KL?Is PROTECTION FENCING (DENK PRACTICE 6.05) Tcrnporary
t:rcc protcct.ion fencing is shown for. the significant trees

PROPOSED STORMWATER CONTROL MEASURES
Two wet retention ponds will be used to treat the 1.5-inch rainfall -runoff per NCDEQ State Stormwater
Coastal Rules and provide peak discharge control below pre -developed runoff for the 1-yr and 10-yr design
storms per the Brunswick County Stormwater Ordinance. The wet pond was calculated utilizing SCS TR-20
hydrograph routing simulations through use of HydroCAD modeling software. The treatment requirements
for the 1.5-inch rainfall runoff were calculated using the Simple Method Runoff Calculation and the 909/o TSS
removal requirements of a wet detention pond as described in the NCDI?Q Stormwater 13MP Manual.
The seasonal high water table for this project was determined using good engineering judgment as'referenced
on pages 10-9 and 10-10 of the NC17EQ Stormwater BMP Manual. Therefore, the norrual pool of the
ponds was determined from the lowest possible grade elevation in the NCIDOT roadside Swale. Based on
this, the permanent pool is set above or equal to the ditch grades thereby maintaining positive hydraulic
conductivity.
Storrs conveyance calculations have peen per.forrned utilizing tyre Rational Method for the 25-yr and 100-yr
design storms to check for flood control within the pipe system. The hydraulic grade line (E-IGI,) calculations
were performed (hroul;lr the Carlson Drainage Software using HEC22 13nerhy-Loss Mcthod. The published
Brunswick Comity I I)FT,,tbles have been used for, the design storms.
Wet Pond Outfall (DA-A�
Re ei-e -e Appendi-, 1-iydroCAD Report Pre and Port-Developmew DA A
DA = s acre (s SO
CN is Impervious and Grass with I-ISG Type B Soils (CNI = y}
Tc = s ruin (Based on NRCS Segmental Sheet, Shallow, and Concentrated Flow Lgns.)
fond A Routing -Peak l lev:
VISEL2 = 31.,1'
WS131,10 = 32.3'
WSEL25 = 32.6'
WS1_.L50 = 32.8'
WS11L.100 = 33.3' < 311.0' (Top of Pond)
Pond A Routing Peak Discharge:
Q2 = 5.7 cfs
Q10 = 17.1 cfs
Q25 = 20.3 cfs
Princitrrl Outlet Blocked — Frner�;ency Overflow Analysis
WSLL50 = 33.8' < 34.0' (Fop of Pond)
WSI?1.,100 = 33.9' < 3,1.0' (I'op of Pond) / (34.8' FFE Buildings)

Pre -Developed DA-A
DA = x acre
Pre -Development CN is Woods in hair Condition with i-ISG'I'ype C Soils (CN = x)
Tc = x min (Based on NRCS Segmental Sheet: and Channel Flow Eqns)
The flow path is from the top of the drainage- area into the wetland ditch to the outlet point of interest at the
southwest corner of the property.
Q2 - 26 cfs
Q10 = 63 cfs
Q25 - 77 cfs
POND A O UTFALL PRE v POST RUNOFF S UMMAR Y.-
Pre-Dev (DA-A): 'Total Post-Dev (DA-A)
Q2 = 26 cfs <Q2 = 5.7 cfs
Q10 = 63 cfs <Q10 = 17.1 cfs
Q25 = 77 cfs <Q25 = 20.3 cfs
Storm Networks to Vet Pond
Min. Tc = 5 min to each inlet.
• Rational C Value = 0.95 (average)
• Inlet: Drainage Area = 0.25 acre (average)
• 25-yr S(ortrr 111ev. = 42.60 ffailwater Condition)
• 10-yr 1-1GL < Rim Elevation for all structures
• 25-yr I-IGL < Rim Elevation for all structures

0 �wp;) c I
FILED FOR BEGISIRA11ON
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REGISIFA OF OLEOS
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PAR) AM
E N G I N E E F2 I N G, I N C.
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L E T T E R O F T R A N S M I T T A L
To:
NCDENR — DE,%fLR — Land Quality
Date
1 09/26/2016
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re:
Ente rise Dr Self Storage
Express Stormwater Permit Review
Attn:
Christine Hall
Project No. I
15379.PE
e ate sendin ® Originals
® Prints
❑ Shop Drawings
❑ Calculations
he following items: ❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
Quantity
Date
Dwg. No.
Description
1
Check #2257 for $4000.00
1
Stormwater Narrative
2
Stormwater Application Form SWU-401
2
Pond A & B Supplements SWU-101
1
E7 Operation and Maintenance Agreement
2
9/22/16
24"x36" (Prelim — NFC) - Stormwater Plan Sheets
Issue Status: ❑ For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ Remarks
ction Taken: ❑ No Exceptions Taken ❑ 'Make Corrections Noted ❑ Am Ri
Rejected -See Remarks 0 Approved as Submitted Other
Remarks-1 \ ?0J6+
Cc: Bill Schoettelkotte, WCM Properties Signed:
Branch Smith

Weaver, Cameron
From: Branch Smith <[e-mail]>
Sent: Wednesday, September 21, 2016 9:21 PM
To: Weaver, Cameron
Subject: Fri express sw mtg
Cameron,
Can we reschedule this project to the following week? I was out sick today and need some more time on the
submittal.
Thanks
Branch
Sent Mobile [phone] '

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