SW8150522_Historical File_20150804

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 4, 2015
L. Allen Ross, Manager
108 Grace, LLC
P.O. Box 2555
Wilmington, NC 28402
Subject: State Stormwater Management Permit No. SW8150522
Ross Technology Park
High Density Wet Detention Pond Project
Brunswick County
Dear Mr. Ross:
Donald van der Vaart
Secretary
The Wilmington Regional Office received a complete Stormwater Management -Permit Application for Ross Technology Park
on July 31, 2015. 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 2H.1000 and Session Law 2008-211. We are forwarding Permit No.
SW8150522 dated August 4, 2015, for the construction, operation and maintenance of the BMP's and built -upon areas
associated with the subject project.
This permit shall be effective from the date of issuance until August 4, 2023, 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 BMP(s), recordation of deed restrictions, 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 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 OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or
the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If the property for this project has been/will be sold or legally transferred to another entity OR, the project or permit holder has
changed its name and/or mailing address, it is your responsibility as the permittee to submit a completed and signed
Name/Ownership change form to DEMLR at least 30 calendar days prior to making the changes. These forms are available
on our website at: http://portal.ncdenr,om/web/Ir/state-stormwater-forms docs.
If you have any questions, or need additional information concerning this matter, please contact Steve Pusey in the
Wilmington Regional Office, at [phone].
Sin rely,
7.Tracy Da is, P.E., Director
Division of Energy, Mineral and Land Resources
GDSI sgp. %StormwateAPermits & Projectsi20151150522 HD12015 08 permit 150522
cc: Phil Tripp, PE — Tripp Engineering, P.C.
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] • Internet: htta://Dortal.ncdenr.oEg/web/Ir/

State Stormwater Management Systems
Permit No. SW8 150522
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
108 Grace, LLC
Ross Technology Park
9192 Industrial Blvd. NE, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond 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 and
considered a part of this permit.
This permit shall be effective from the date of issuance until August 4, 2023, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 1.6 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 system. The stormwater control has been designed to handle the
runoff from a total of 336,900 square feet of impervious area, with 139,600 square
feet allocated to Lot 1 and 197,300 square feet allocated to Lot 2R.
3. The maximum built -upon area allowed for the entire project is 336,900 square feet.
4. The drainage areas will be limited to the amounts of built -upon area indicated in
Sections 1.2 and 1.6 of this permit, and per approved plans.
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 2 of 9

State Stormwater Management Systems
Permit No. SW8 150522
6. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Onsite, ft :
Offsite, ft2:
c. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm, inches
f. Permanent Pool Elevation, FMS�:
g. Permitted Surface Area @PP, ft
h. Permitted Temporary Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Predevelopment 1 yr-24 hr. discharge rate, cfs:
k. Controlling Orifice:
I. Orifice Flowrate, cfs
m. Permanent Pool Volume, ft3
n. Forebay Volume, ft3:
o. Maximum Fountain Horsepower:
p. Receiving Stream / River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
11.045
62,726
418,378
336,900
0
336,900
4.5
90%
1.5
32.5
27,356
47,445
34.0
8.61
3.0" O pipe
0.17
102,884
20,399
1 /3
Rowell Branch / Cape Fear
18-77-1-1-1
"C• Sw"
1. 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.
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 3 of 9

State Stormwater Management Systems
Permit No. SW8 150522
6. If the permanent pool volume 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 1/3 horsepower.
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. 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.
10. 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.
11. 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.
12. 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 ail 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 150522
13. 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.
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 150522, as issued by the
Division of Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Energy, Mineral and Land
Resources.
f. The maximum built -upon area per lot is 139,600 square feet for Lot 1 and
197,300 square feet for Lot 2R. This allotted amount includes any built -upon
area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters, which
drain to the pond or street, grading the lot to drain toward the street or directly
into the pond, or grading perimeter swales and directing them into the pond or
street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rules is
subject to enforcement procedures as set forth in G.S. 143, Article 21.
k. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Energy, Mineral and Land Resources
and receive a permit prior to any construction on the lot.
I. If permeable pavement BUA credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and receive
approval prior to construction.
15. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy
must contain all of the statements above, the signature of the Permittee, the deed
book number and page, and the stamp/signature of the Register of Deeds.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 150522
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 at least 60 days prior to any one or more of the
following events:
a. An ownership change including the subdivision, sale or conveyance of the project
area in whole or in part;
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;
e. Dissolution of the partnership or corporate entity;
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 DENR Staff permission to enter the property during normal
business hours for the pur ose 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 and specifications for this project are incorporated by reference and
are enforceable parts of the permit. The permittee shall maintain a copy of the permit,
O&M agreements, and the approved plans at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 150522
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 4th day of August, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ivision of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 150522
Page 7 of 9

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
5ZZUS
sass/D�
`S D�
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M gL t Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Ross Technoloev Park
2. Location of Project (street address):
9192 Industrial Blvd NE
City:Leland County:Brunswick Zip:28451
3. Directions to project (from nearest major intersection):
From the intersection of Industrial Blvd. NE and Enterprise Drive NE travel approx. 0.40 miles east on
Industrial Blvd. NE. Site is on the left_
4. Latitude:34° 16' 22" N Longitude:78° 03' 33" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWLI 102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
Sedimentation/Erosion Control: 4.5 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ]No ❑Y0\13
If yes, see S.L. 2012-200, Part VI: httl2:Hj2ortal.ncdenr.org/web/Ir/rules-and-re ulation�
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

Ill. 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:108 Grace, LLC
Signing Official & Title:L. Allen Ross, Manager
b. Contact information for person listed in item 1a above:
Street Address:P.O. Pox 2555
City: Wilmington State:NC Zip:28402
Mailing Address (if applicable):
City: State:
Phone: [phone] Fax:
Email:aross®arcorporation.com
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:
Email:
Fax:
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 &
b. Contact information for person listed in item 3a above:
Mailing Address:
City:_
Phone:
Email:
State: Zip:
Fax:
o"'. _
4. Local jurisdiction for building permits:
Point of Contact:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
wet detention basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
L{ 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:12.33 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:12.33 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or ZM line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 62.7 %
9. How many drainage areas does the project have?i (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 'l
Drainage Area _
Drainage Area
Drainage Area
Receiving Stream Name
Rowell Branch
_
Stream Class *
C;Sw
Stream Index Number "
18-77-1-1-1
Total Drainage Area (sf)
481,104
On -site Drainage Area (sf)
62,726
Off -site Drainage Area (sf)
418,378
Proposed Impervious Area** s
336,900
% Impervious Area" total
70
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
-
_
On -site Streets (sf)
-
On -site Parking (so
-
On -site Sidewalks (so
-
Other on -site (so
-
Future (sf)
-
Off -site (so
336,900
4
Existing BUA*** (sf)
Total (sf):
336,900
orream Mass and index Number can be determined at: http__[portalmcdenr org ew u classi 'cations
Im envious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects 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 NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http-//portal.ncdenr.or.e/web/wci/ws/su/bmu-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
httl2://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms dots. 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 http:/ /portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots.
Inals
1. Original and one copy of the Stormwater Management Permit Application Form. AJ
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants 44 V
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4, Permit application processing fee of $505 payable to N.CDENR. (For an Express review, refer to AAV
http://www.envhelg.org/1ages/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
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:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines..
• Delineate the vegetated buffer landward from the normal pool elevation
structures, the banks of streams or rivers, and the MHW (or NHW) of ti waters. 20 i. Dimensioned property/project boundary with bearings & distances.A� Z
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevatio
1. Details of roads, drainage features, collection systems, and stormwater control rri&s .
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).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3593 Page No: 0977
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(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.
hU:l /www.secretary.state.nc.us/Corporations/CSearch.mpx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org/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 Yequired in the permit and 'Listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting EngineenPhillip G. Tripp, P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City:Wilmington
Phone: (910 ) 763-5100
Email:trippeng®ec.rr.com
State:NC Zip:28401
Fax: (910 ) 763-5631
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization Iisted in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6
ECEIVE
MAY IS 20
BY:

As the legal property owner 1 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:
a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) L. Allen Ross
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 conforms ce with the approved plans, that the required deed restrictions
and protective covenants will be recorded, a at the proposed project complies with the requirements of the
applicable stormwater ru u `"NC C 2H .1000 and any other applicable state stormwater requirements.
:r
10
Signature: �J Date:
I �'/� C _ i�/�� a Notary Public for the State of Gtl�bUI'1(�' _ , County of
AQ(fl —do hereby certify that �r f�l� I Ras- personally appeared
before me this day of !� and acknowledge the dude execution of the application for
a stormwater permit. Witness my hand and official seal, % 11A �7SGly
`®IA*)''
AU84•,go
SEAL
My commission expires M —
"EICEIVE
MAY 2 8 265
-------------
BY'
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
Pat McCrary
Governor
316
08.07 09:54
n 97635631
15
08.07 09:54
08.07 10:13
15
OK
TIME :08-07-2015 10:13
FAX NO.
NAME
`SUCCESSFUL TX NOTICE'
cu
North Carolina Department of Environment and Natural Resources
August 4, 2015
L. Allan Roes, Man
agar
108 Grace, LLC
P.O. Box 2555
Wilmington. NO 28402
Subject: State Stormwater Management Permit No. SW8 150522
Rose Teahnollogy Park
High Density ~ Detention Pond Project
Drunawick County
Donald van der Veart
Secretary
Dear Mr. Ross -.The g2prpopact ogy
eJ9b 81rmwa er Re u�lei a t�fotrMf ingional Office eT 19A NCJMr.0 H 000 n dam. S�aesiO uL wt2DD8-21Park
11.E We afro sed, oation. for Rose �np narml No
6W6 150622 Au ust 4, 2015, for the construction, aperatlon and maintenarrca of tha BMP"a and built -upon areas
associated with the Subgjact project-
-
This permH shall be effective from the date oT issuance umll August 4, 2029, and shalt be subject tD 1he oorsdlftons and
limitaftona as oafpedfietl therein. Please poaTy apeclal atienftfton ro the condlt[ons lsbed in this permPit ragardin the Operation and
renewinga ihB p®trmttB Faifui�a two establo[sh an �aqu �iy�staem or oPeratlonrand maingtsr�ancBhof the atormwatBr n+anagamardit
system, iio nacorci deed rHatrtotiana. to transfer thB permit, or to rr9naw the permit, wail n3sult in future complienoe Droblams_
H any pads, r�gn
iremer�s or Iimitetiona wntalned Irr this permit ens unamBptsble, you have ft1e ht t0 roquest an
atljutlicatory ring by ftlir�g a wHlEan petition with iris ORics of AdminlstreUve H�arinps (OAH). Tha writ6an petition must
contto Cter 1v�Or3 of the North Carolina C3Bneral Statutes and must be tiled with the OAH whin thkiy (30� days o9
rBceof thisthe dailsofvisit eirwebat Www.NCOAH_com_ Unle� such demands are made this permit shall be ftnel and binding_
If the property for this pro has beenA ivll be sold or legally tienefarred to another engtY OR, the project or permit holder has
changed its name and/or machng address, it is your responsibility as the permittae to submk a completed and signed
Name/Ow+terehip change form to DEMLR at least 30 eaiendar days prior to makingthe changes. Theses forms are avalable
on aurwobcke at: hrin_//oorh�i.�e�cnr_$tg(wpJt[je/amtcatormwatoo-fiorms dots.
If you have anY questions, or need additional inforriation oomoemlhg this matter, Please contact Stave PuseY in the
Wilmington Regional Otftoe, at (91 O) 796-7215.
rely.
al
. TracP.E., Dlr ctor
Division of Energy. Mineral and Land Resources
GDB/agp: V%%8Wrnxra1aAPormits S Projecis%2015%160522 HON2015 08 permit 150522
cc: Phil Tripp. PE — Tripppp Engineering, P.C.
Brunswick County Bul ling Inspections
BrunawEcic County E sneeringg
Wilmington Regional Stormwaier File
Division of Energy. Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 cardinal Drive Extension, Wllmir�On North Carolina 26405
[phone] / Fax: [phone] - Internet: hlmJ/no tW.ncdenr.oroJwebAN

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
July 29, 2015
NCDENR
Division of Energy, Mineral, and Land Resources
Wilmington, NC 28405
Attn: Steven G. Pusey
Re: Ross Technology Park
Stormwater Project No. SW8150522
Brunswick County, NC
TE 14025
Dear Mr. Pusey:
EEIV
JUL 3 12015
BY:
In response to your Request for Additional Information dated July 7, 2015, we offer the
following:
1. All runoff that is directed to flow through any 401/404 wetlands shall flow into and through the
wetlands at a non -erosive velocity, which is based on the peak flow from the 10 year storm. Please
provide a calculation that shows the velocity flow from the outlet pipe through the riprap before it
enters the wetlands.
• Outlet velocity calculations provided.
2. A soils report for all engineered systems and curb outlet swale systems is required. Thereport should
contain the estimated Seasonal High Water Table elevation at each proposed BMP location reported
in FMSL, not as a depth Below Existing Ground (BEG). If it's reported as depth BEG, the bore map
must include the existing ground elevation at each bore location.
Alternatively, please at least provide some spot elevations along the ditch bottom in the area adjacent
to the pond, and list the invert elevation for the FES outlet. In addition, please provide an estimate of
the SHWT and provide some justification for your estimate. As a minimum, the permanent pool
elevation must be no more than 6" below the estimated SHWT, and it should be above the lowest
elevation of adjacent wetlands.
Soils report provided.
%#"'3. Please provide dimensions for the roads, parking, buildings, and sidewalks.
• Dimensions provided.
4. Show all roof drain collection lines on the plan, or provide a note on the plans that all roof drainage
shall be directed towards the stormwater pond.
• A note that all impervious areas, including roof drains, shall drain to the stormwater system
has been added to the plan.

Please review for approval and contact us with any questions, comments or if you need additional
information. Thank you.
Sincerely,
Tripp Engineering, P.C.
c4, V 4
Monica Valsi, E.I.
MLV:dcb
Enc.
ECEIVE�
JUL 31 2"

R7F rS
July 16, 2015
Soils Engineering and Testing Services
Tripp Engineering, P.C.
411. Chestnut Street
Wilmington, North Carolina 28401
Attention: Mr. Monica Valsi, El
Reference: Seasonal High Watertable Estimate
Proposed Stormwater .Pond
Ross Technology Park
Leland Industrial Park
Leland, North Carolina
RFTS Job No. .1.176-15
Dear Ms. Valsi:
RFTS is pleased to provide testing services during the design phase of the Ross Technology Park project
located at the corner of Industrial .Boulevard and Commerce Drive Darden. Road in Leland Industrial Park
in Leland, North Carolina. Specific site grading plans had .not been provided to us at the time this report was
prepared.
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the site on July 15, 2015, to estimate the seasonal high watertabie level at one
location in the area proposed for a proposed storwater pond. The purpose of this testing was to provide
soil parameters for stormwater design..
Seasonal High Watertable Estimate
A hand auger boring was advanced at 1 location to a depth of approximately 9 feet below the existing
ground surface in the proposed area. The encountered soi Is were logged and visually classifiedby depth and
a Munsell Soil Color Chart was used to determine the hue, value, and chroma of the visually distinct soil
layers. Our soil logs are presented in Table 1.
Soils encountered at this boring location consisted of interbedded relatively clean sands (USCS Soil Groups
`SP' and'SP-SC') hi the upper 42 inches below the existing site grade. From 42 to 49 inches sand with clay
and was encountered (USCS Soil Group `SC-). Below the depth. of 49 inches sandy clay and clay with sand
(USCS Soil Group `CL') was again encountered to a depth of 86 inches below the ground surface. Clayey
sand (USCS Soil Group `SC') was encountered from 86 inches to the boring termination of 105 inches
below the ground surface. Comparison of the soils to the Munsell Chart and observations made while on
site suggests the presence of a zone of perched water could occur in the clayey sands approximately 42
inches below the ground surface. A measurement made 30 minutes after augering indicate the depth to
standing water in the borehole of 37 inches below the existing ground surface.
n JUL 3 12015
— I J, r'LL"' _
761 Sloop Point Lane CelG&a' fing 10 "1 cars Of Sjvic;e BY: Phone: — --- - —
Kure Reach. N"Ah Carolina 26449 u�ww.� lgEy;2c.ca,!� fi. yam

Tripp .Engineering, P.C.
RFTS Job No. 1176-15
CLOSURE
July 16, 2015
Page Two
This estimate should be reviewed. by appropriate regulatory authorities before .finalizing the details of any
civil design. Please find attached our field data and a sketch showing the approximate test location. If you.
have any questions after reviewing this letter, please do not hesitate to contact us at your convenience.
Sincerely,
LFTS, PLLC
Ir
:David L. Winstead
Field Operations Manager
DLW/dK,,
Attachments

Table 1
Munsell Soil Classifications
Proposed Stormwater Pond
Ross Technology Park -
Leland Industrial Park -
Leland, North Carolina
RFTS Job No. 1176-15
Loc Soil Description
Hue
Value
Chroma
Depth
Comments
1 Root MaVT'opsoil
{i n.)
(i
Grayish Brown fine SAND
-
I QYR
-
5
2
2
12-17
Yellowish Brown fine 8NND
IOYR
5
4
17-25
Brownish Yellow fine SAND
I OYR
6
6
25-32
Brownish Yellow fine SAND, trace of
I OYR
6
6
32-38
Clay
Brownish Yellow and Red fine
1 OYR/2.5YR
6/4
6/8
38-42
SAND, trace of Clay
Very Pale Brown and Red fine to
I.OY.R/2.5Y.R
7/4
3/8
4249
Perched
medium SAND with Clay
Very Pale Brown and Red Sandy
I OYR/2.SYR
7/4
3/8
49-54
SHWTa@42"
CLAY
Light Gray CLAY with Sand
5Y
7
1
54-86
Gray Clayey SAND
SY
6
1
86-105
1-110@87"

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07/14/2015 Ross Technology Park 14025
MLV Pond Outlet Velocity Calculations
36"RCP outlet pipe wet detention basin):
V= 4`Q / D2*Pi Q10= 13.69 cfs
V= 1.94 fps D= 3 ft
e® %III i9IJ1101e
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14025 Pond Outlet Velocity Calc 1 of 1

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ASI
ViA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 7, 2015
Allen Ross, Manager
108 Grace, LLC
P.O. Box 2555
Wilmington, NC 28402
Subject: Request for Additional Information
Stormwater Project No. SW8150522
Ross Technology Park
Brunswick County
Dear Mr. Ross:
Donald van der Vaart
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Ross Technology Park on May 28, 2015. 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:
1. All runoff that us directed to flow through any 401/404 wetlands shall flow into and through
the wetlands at a non -erosive velocity, which is based on the peak flow from the 10 year
storm. Please provide a calculation that shows the velocity of the flow from the outlet pipe
through the riprap before it enters the wetlands.
2. A soils report for all engineered systems and curb outlet swale systems is required. The
report should contain the estimated Seasonal High Water Table elevation at each proposed
BMP location reported in FMSL, not as a depth Below Existing Ground (BEG). If it's reported
as depth BEG, the bore map must include the existing ground elevation at each bore
location.
Alternatively, please at least provide some spot elevations along the ditch bottom in the area
adjacent to the pond, and list the invert elevation for the FES outlet. In addition, please
provide an estimate of the SHWT and provide some justification for your estimate. As a
minimum, the permanent pool elevation must be no more than 6" below the estimated
SHWT, and it should be above the lowest elevation of adjacent wetlands.
3. Please provide dimensions for the roads, parking, buildings, and sidewalks.
4. Show the roof drain collection lines on the plan, or provide a note on the plans that all roof
drainage shall be directed towards the stormwater pond.
Please remember that a change to one number may have a domino effect on other numbers. Please
check all plans, calculations and forms to ensure that the numbers are consistent throughout.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: [phone] • Internet: http://Dortal.nodenr.org/web/Ir/

Mr. Allen Ross
July 7, 2015
Stormwater Application No. SW8150522
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 August 5, 2015, or the application will
be returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
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 reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Steven G. Pusey
Environmental Engineer
GDS/sgp: G:\WQ\Shared\Stormwater\Permits & Projects\2015\150522 HD\2015 07 addinfo 150522
cc: Phil Tripp, PE — Tripp Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

Caslmer, Jo
From: Casmer, Jo
Sent: Wednesday, June 10, 2015 3:33 PM
To: 'arossCarvcorporation.com; Tripp Engineering ([e-mail])
Subject: Stormwater Permit Applications Received
Ross Technology Park, SW8 150522
Lot 1, Ross Technology Park, SW8 150523
Lot 2, Ross Technology Park, SW8 150524
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section) received
the Stormwater Permit Applications and $505.00 fees on May 28, 2015. The projects have been assigned to Steve Pusey
and you will be notified if additional information is needed Please be advised that the construction of built -upon area
may not commence until the Stormwater Permit is issued
Jo Gvsener
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wiimington. NC 28405
Phone: [phone]
Fax: [phone]
Emall coimpondence to and from this addrnss may be subject to the North Carolina Public Recoils Law and may be dlsdosed to third
parties

Completeness Review Checklist
Project Marne: ns s '1-1,f—�lo (�, Received Date:
Project Location: ;� G v Accepted Date: n �j
[Rule(s) 008 Coastal 1995 Coastal Phase II (WiRO.) Li E3
Universal 1988 Coastal
(Type of Perm: New) or Mod or PR — (Existing Permit # (Mod or PR): PE Cert on File? I
Density: !al W or LPTy Commercial r Residential � NCG:
%: (% 00) Stream ass: SA Map LJOffsite to SW8
Subdivided?: Subdivision or . Single Lot I r7ORW Map MExemDt
Paperwork Ernalled Engineer on:
pplement(s) (1 original per BMP) BMP Type(s):
with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original signatures br7lRee-C-1-
rp or LLC: Sig. Auth. per SoS or letter mail Address: Design Engineer
(within 6mo) ®Email Address: Owner
Soils Report with SHWT Note to Revkwen
ria culations (signed/sealed)
?,
®No obvious errors "`
Density includes common areas, etc
Restrictions, if subdivided:
ed & Notarized
Plans ✓ a► fY.a..¢Z�u+�
ets r etails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
�—] "ding lands: a ineate or No Wetlands
icinity Map �agout (proposed BUA dimensions)
gend E>Maps i roject Boundaries
Infiltration
Wet Pond
Mite
Soils Report
Soils Report
L=JjPE Cert for Master Lot #:
SHWT:
0 HSHWT:
®Deed Rest for Master Lot #Matches Master
Bottom:
Lipp:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information.
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
S

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 27, 2015
NCDENR
Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re: Ross Technology Park
TE 14025
Dear Kelly:
We are requesting a stormwater permit for the Ross Technology Park commercial
subdivision located in Leland, NC. Enclosed please find the following items for review:
• 2 sets of plans
• $505 check
• Narrative
• Stormwater application one original and one copy
• Wet Detention Basin Supplement
• Operation and Maintenance Agreement
• Calculations
• Deed Restrictions
• USACOE Jurisdictional Determination
• USGS map
• Secretary of State info.
• Copy of the Deed
ScEIVIE
�Yz8��p
BY: --
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
V W b-I'L
Monica L. Valsi, E.I.
MLV:dcb
Enc.

TE 14025
Stormwater Drainage System c& Erosion Control
Narrative
Ross Technology Park
Brunswick County NC
The Ross Technology Park project is a proposed five (5) lot commercial subdivision
located on the northwest corner of Industrial Boulevard NE and Commerce Drive NE in
Brunswick County, NC PID 4 218903412627. The entire site is approximately 12.33
acres of land. 5,562 sf / 0.13 acres of wetlands exist on the project site.
Ross Technology Park is proposing four (4) buildable lots with a wet detention basin on
the fifth lot, utility extensions and built upon area on two (2) of the lots. Lot 1 proposes
11,000 sf of building, 21,800 sf of asphalt, 560 sf of concrete and 106,240 sf of
impervious for future development. The total impervious area for Lot 1 is 139,600 sf.
Lot 2 proposes 10,000 sf of building, 25,850 sf of asphalt, 595 sf of concrete and 80,955
sf of impervious for future development. The total impervious area for Lot 2 is 117,400
sf. Lot 3 will have a future impervious area of 37,300 sf. Lot 4 will have a future
impervious area of 42,600 sf. Proposed impervious area for this project is 336,900 sf or
75% of the entire site. The estimated amount of disturbed area is 11.5 acres.
The site will have one drainage area. All outflow from the drainage basin will drain to an
existing ditch located on the northwest corner of the project site, to a an unnamed
tributary to Roswell Branch; classification C:Sw, Index No. 18-77-1-1-1, in the Cape
Fear River Basin. All built upon areas (BUAs) will be collected and routed to the wet
detention basin.
The drainage area will be treated by a wet detention basin sized to collect the first 1.5" of
runoff storm and 90% TSS removal. The wet detention basin is designed to meet or
exceed current County and State requirements and is designed for high density projects.
The pond will be sized to hold the required pre/post development volume difference for
the 1- and 10-yr, 24-hr storm events. The pond has also been designed to include a 40-
foot emergency spillway to handle flow from a 100-yr. storm event. Outflow from the
wet detention basin will be to an existing drainage ditch.
ECEIVE
MAY 2 8 206
BY:

TE 14025
Prior to clearing of the site, one temporary construction entrance and temporary silt fence
will be installed. The wet detention basin will be constructed to include the proposed
forebay. The parking areas and building locations will then be graded. Underground
utilities, including the storinwater drainage system will be installed and inlet protection
put into place. The proposed buildings will be constructed followed by paving, sidewalk
installation, final site grading, and stabilization of the site and landscaping. Temporary
erosion control measures will remain in -place until such time as when areas are
stabilized. Permanent measures include permanent stands of grass and energy
dissipaters. Specific measures and directions to the contractor are noted on the plans.
Please refer to Sheet C4 for detailed erosion control measures and construction sequence.

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05/21/2015 Leland Industrial Park 14025
MLV Stormwater Pond Calculations
Total Drainage Area
sq. ft.
I acres
481,104
1 11.04
Impervious Area
Land Use
sq. ft.
acres
Lot 1 Building, Asphalt & Concrete
33,360
0.77
Lot 2 Building, Asphalt & Concrete
3O";445,
0.84
Future Lot 1
106,240
2.44
Future Lot 2
0..0,055
1.86
Lot 3
3 .,30b
0.86
Lot 4
42,600 '
0.98
Lot 5
0
0.00
Total
336,900
7.73
Stormwater c;alcuiations:
Time of Concentration:
Hydraulic Length (L) = 970 ft.
change in Height (H) = 9. ft.
Tc = (L3 /H).aa5 / 128
= 9.44 min.
Flow for 1 year, 24 h-6-5r-SF6-r-m-TCFjT--
QPRE _ (CPRE) x (11) x (Area)
8.61 cfs
QPosT = (CPosT) x (11) x (Area)
31.24 cfs
Detention Pond Design:
Main Pond Size:
Top of Bank
37A0 .
30;942
84,053
201,445
Temp. Pool
34.00.
25,093
24.158
117,393
Top of V.S.
33.00
23;223
10,748
93,235
Perm. Pool
32.50
19,768 '
9,076
82,487
Bot. of V.S.
3200.
'10,035
73,411
73,411
Bot. of Pool ::.25;50
6;053
0
0
`SHGWT
Provided Normal Main Pond Volume:
Does Area Drain to SA Waters? n
% impervious = 0.700
= 70.0%
CPRE = 0.2
CPOST = (% imp.)(.95)+(1-% imp.)(.20)
0.73
I� = 3.90 in/hr
I,o = 7.23 in/hr
Flow for 10 year, 24 hour Storm (Q,o):
QPRE - (CPRE) x (I7a) x (Area)
15.97 cfs
QPosT = (CPosT) x (170) x (Area)
57.91 cfs
States Surfare Area RPnnired at nnrmal nnnl-
Pond side slopes = 3 :1
Depth b/w Bot. of V.S. &
Bot. Pool = 6.50
SA/DA = 0.0550 for 4.5' ave.depth
(Chart for 90% TSS Removal for Wet
Detention Pond without Vegetative Filter
Re d SA = SA/DA x(Total Drainage Area
26,461 sq. ft.
Provided SA = 27,356 sq. ft.
Pond Size:
Top of Bank
37.00 '1. M26
31,625
64,507
Temp. Pool
-34.00�9057
12,484
32,882
Perm. Pool
3250 .7,5W,
3.656
20,399
Bot. of V.S.
32.00 7,034
16,743
16,743
Bot. Pool
29.00 4,126
0
0
Bottom SA = 6,053 sq. ft.
Bottom of VS SA= 16,535 sq. ft.
Permanent Pool SA = 19,768 sq. ft.
Vol. = [((PP SA + Bottom VS SA)/2) x (PP el. - Bottom VS el.)]
+ [((Bottom VS SA + Bottom Pool SA)/2) x (Bottom VS el. - Bottom Pool el.)]
= 82,487 cu. ft.
Fore bay:
Provided Normal Forebav Pond Volume
Bottom of Pool SA= 4,128 sq. ft.
Permanent Pool SA = 7,588 sq. ft.
Vol. = [(P.P. SA + Bottom SA) / 21 x (P.P. el. - Bottom el.)
20,399 cu. ft. Depth= 3.50 ft.
Required Forebay Volume 18%-22% required)
Vol. = 22% of Permanent Pool volume of Pond and Forebay
= 22,635 cu. ft.
Volume required to contain from design storm(ft3)= 40,908
Therefore, maximum sta a is between stages and cumulative volumes (main pond plus forebay):
Stage
Cuml.
Volume
32.50
0
37.00
163,067
rMEIVE�
AY 2 6 2015
Total Provided PP Volume
= 102,884 cu.ft.
Actual % of Forebay Volume
= 19.83
Using Interpolation to determine stage at volume = 40,908
Maximum Stage (feet) = 33.63
Therefore set Temporary Pool Elevation at or higher than Maximum Stage
14025 Pond Calcs 1 of 4
'•�OiiBiOde''

05121/2015
Leland Industrial Park
MLV
Stormwater Pond Calculations
Pond Size for Determining Storage Volume:
Elev.
SA
Incr. Vol.
Cum. Vol.
(ft)
(sq.ft.)
(cu.ft.)
(cu.ft.)
Temp.
Pool
34.00
34,150
32,762
47,445
Top of V.S.
33.00
31,374
14,683
14,683
Perm. Pool
32.50
27,356
0
0
Provided Storage Volume:
Vol. _ [((PP SA + Top of VS SA)/2) x (Top of VS Elev. — PP Elev.)]
I
+[((Top of VS SA+TP SA)/2) x (TP Elev. -Top of VS Elev.)]
Vol. = 47,446 cu. ft.
State Volume Req. for Storage of first 1.5" runoff:
Rv = .05+ .009(% imp)
0.680
V= (Design rainfall)(Rv)(Drainage Area)
= 40,908 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for Min. Volume required of stormwater,
Q = Min. Vol. Req. / 172,800 sec. (2-days)
0.237 cfs
Required Area of Pipe for 2--day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = (T.P. elev.- N.P. Elev.)/3
0.50 ft.
A = 0.0695 s . ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.2975 ft.
3.57 in.
Drawdown Calculation
Orifice Used= 3 in.
Drawdown rate= 0.167 cfs
Drawdown time= 2.83 days I
Outlet Structure Check:
Using a 4` x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1% imp.)(.25)
0.73
1 = 7.23 in. for a 10 yr. Storm
A = 11.04 Acres
= 57.91 cfs
Flow for 5-day drawdown:
for Min. Volume required of stormwater,
Q = Temp. Pool Vol. / 432,000 sec. (5-days)
= 0.095 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./sZ
h = (F.P. elev. - N.P. Elev.) / 3
= 0.5 ft.
A = 0.0278 s . ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.1882 ft.
= 2.26 in.
Q= CwxLxH1.5
H = [Q / (Cw x L)]m
Cw = 3
1.13 ft.
Peak elevation = flood pool elevation + H
= 35.13 ft.
14025
14025 Pond Calcs 2 of 4

05/21/2015 Leland Industrial Park 14025
MLV Stormwater Pond Calculations
Storage Volume - Non SA Waters - Minimum Volume Required
Volume of Runoff = V = (3630) (Design Rainfall Depth) (Rv) (Drainage Area)
where
Rv= 0.05+0.009(IA)
Rv = Runoff Coefficient = storm runoff (inches) / storm rainfall (inches)
IA = Impervious Fraction = Impervious portion of the drainage area (aces) / Drainage area (acres)
IA=
70.0
%
Rv =
0.680
Design Rainfall Depth =
1.50
in.
Drainage Area =
11.04
acres
Volume =
40,908
ft3
14025 Pond Calcs 3 of 4

05/21/2015 Leland Industrial Park
MLV Stormwater Pond Calculations
14025
Average Depth Calculated
Permanent Pool Volume (ft) 102,884.3
Permanent Pool Area (ftz) 27 356 0
Option 1 - Average Depth (ft) 3.76
Bottom Vegetated Shelf Area (ftz) 23569.0
Permanent Pool Area (ftz) 27356.0
Bottom Pond Area (ft) 6053.0
Depth (ft) 6.5
Option 2 - Average Depth (ft) 4.55
Average Depth for use in Table (ft) 4.55
Round to nearest 0.5 for SA/DA (ft) 4.50
14025 Pond Calm 4 of 4

05/21/2015 Leland Industrial Park 14025
MLV Stormwater Pond Routing
1-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.00 MIN
INTENSITY (1 YR)
3.45 IN/HR
Qa = 7.62 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 3.7 INCHES 1yr, 24hr PRECIPITATION
CN = 80 ((98"0.70)+(39`0.30)) = 80
S = (1000/CN)-10
S = 2.45
Depth (D) = (P-0.2S)42/(P+0.8S)
D = 1.82 IN - lyr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 31.42 MINUTES
Storage Volume Req'd = (Qp-Qa)'Tp'1.39'60
52,892 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 32.50 feet
AFTER DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.73
TIME OF CONCENTR
10.00 MIN
INTENSITY (1 YR)
3.45 IWHR
Qp = 27.80 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
32.50
27,356
0
0
0
0
0
0.00
33.00
31,374
14,683
14,683
0.5
9.5944
-0.6931
0.51
34.00
34,150
32,762
47,445
1.5
10.7673
0.4055
1.48
35.00
37,098
35,624
83,069
2.5
11.3274
0.9163
2.47
36.00
40,037
38,568
121,636
3.5
11.7088
1.2528
3.50
37.00
42,968
41,503
163,139
4.5
12.0024
1.5041
4.58
Regression Output:
==> Ks = 30950
b = 1.09
Constant 10.34
G:1JOB512014114025-ROSS TECHNOLOGMaics114025 routinglyr24hr

05/21/2015 Leland Industrial Park
MLV Stormwater Pond Routing
1-year 24hr Storm
14025
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
7.62 cfs
Qp =
27.80 cfs
Tp =
31.4 min
dT =
4 min
BASIN DATA
Ks=
30950
6 =
1.09
Zo =
32.50 ft
Normal water elev =
32.50 ft
Peak Outflow =
1.68 cfs
Box Weir Length =
16 ft
Peak Stage =
34.51 ft
Cw =
3.0
Maximum Storage =
66,378 cu ft
Zcr =
36.30 ft
Control Holes:
State Orifice:
Dia =
3.00 in
Dd =
36 in
Inv =
32.50 ft
Cd =
0.59
Weir:
L =
15 in
Zi =
32.25 ft
Inv =
34.00 ft
Emergency Overflow Weir:
L =
480.0 in
Inv =
36.30 ft
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emergency Overflow)
(min)
(cfs)
(cu ft)
(it)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0
0.0
0
32.50
0
0
0.00
0
0.00
4
1.1
0
32.50
0
0.00
0.00
0
0.00
8
4.2
263
32.61
0.00
0.00
0.00
0.00
0.00
12
8.9
1275
32.55
0.01
0.00
0.00
0.01
0.00
16
14.3
3400
32.63
0.03
0.00
0.00
0.03
0.00
20
19.7
6827
32.75
0.08
0.00
0.00
0.08
0.00
24
24.2
11532
32.91
0.12
0.00
0.00
0.12
0.00
28
27.0
17299
33.09
0.16
0.00
0.00
0.16
0.00
32
27.8
23741
33.28
0.19
0.00
0.00
0.19
0.00
36
26.4
30363
33.48
0.21
0.00
0-00
0.21
0.00
40
23.1
36640
33.67
0.24
0.00
0.00
0.24
0.00
44
19.5
42117
33.83
0.25
0.00
0.00
0.25
0.00
48
16.6
46745
33.96
0.27
0.00
0.00
0.27
0.00
52
14.0
50655
34.07
0.35
0.00
0.00
0.28
0.07
56
11.9
53939
34.16
0.53
0.00
0.00
0.29
0.25
60
10.1
56665
34.24
0.73
0.00
0.00
0.29
0.44
64
8.5
58907
34.30
0.92
0.00
0.00
0.30
0.62
68
7.2
60735
34.35
1.09
0.00
0.00
0.31
0.79
72
6.1
62210
34.39
1.24
0.00
0.00
0.31
0.93
76
5.2
63385
34.43
1.36
0.00
0.00
0.31
1.05
80
4.4
64307
34.45
1.46
0.00
0.00
0.31
1.14
84
3.7
65015
34.47
1.53
0.00
0.00
0.32
1.22
88
3.2
65543
34.49
1.59
0.00
0.00
0.32
1.27
92
2.7
65920
34.50
1.63
0.00
0.00
0.32
1.32
96
2.3
66172
34.50
1.66
0.00
0.00
0.32
1.34
100
1.9
66318
34.51
1.68
0.00
0.00
0.32
1.36
104
1.6
66378
34.51
1.68
0.00
0.00
0.32
1.37
108
1.4
66365
34.51
1.68
0.00
0.00
0.32
1.36
112
1.2
66293
34.51
1.68
0.00
0.00
0.32
1.36
116
1.0
66172
34.50
1.66
0-00
0.00
0.32
1.34
G:W0BS12014\14025-R0SS TECHNOLOGMalcs114025 routinglyr24hr

05/21/2015
Leland Industrial Park
14025
MLV
Stormwater Pond Routing
1-year 24hr Storm
120
0.8
66011
34.50
1.64
0.00
0.00
0.32
1.33
124
0.7
65819
34.49
1.62
0.00
0.00
0.32
1.30
128
0.6
65601
34.49
1.60
0.00
0.00
0.32
1.28
132
0.5
65363
34.48
1.57
0.00
0.00
0.32
1.25
136
0.4
65109
34.47
1.54
0.00
0.00
0.32
1.23
140
0.4
64842
34.47
1.51
0.00
0.00
0.31
1.20
144
0.3
64567
34.46
1.48
0.00
0.00
0.31
1.17
148
0.3
64286
34.45
1.45
0.00
0.00
0.31
1.14
152
0.2
64001
34.44
1.42
0.00
0.00
0.31
1.11
156
0.2
63713
34.44
1.39
0.00
0.00
0.31
1.08
160
0.2
63424
34.43
1.36
0.00
0.00
0.31
1.05
164
0.1
63136
34.42
1.33
0.00
0.00
0.31
1.02
168
0.1
62849
34.41
1.30
0.00
0.00
0.31
0.99
172
0.1
62564
34.40
1.27
0.00
0.00
0.31
0.96
176
0.1
62282
34.40
1.24
0.00
0.00
0.31
0.94
180
0.1
62003
34.39
1.22
0.00
0.00
0.31
0.91
184
0.1
61728
34.38
1.19
0.00
0.00
0.31
0.88
188
0.1
61457
34.37
1.16
0.00
0.00
0.31
0.86
192
0.0
61190
34.37
1.14
0.00
0.00
0.31
0.83
196
0.0
60928
34.36
1.11
0.00
0.00
0.31
0.81
200
0.0
60670
34.35
1.09
0.00
0.00
0.30
0.78
204
0.0
60417
34.34
1.06
0.00
0.00
0.30
0.76
208
0.0
60168
34.34
1.04
0.00
0.00
0.30
0.73
212
0.0
59924
34.33
1.02
0.00
0.00
0.30
0.71
216
0.0
59685
34.32
0.99
0.00
0.00
0.30
0.69
220
0.0
59451
34.32
0.97
0.00
0.00
0.30
0.67
224
0.0
59221
34.31
0.95
0.00
0.00
0.30
0.65
228
0.0
58995
34.30
0.93
0.00
0.00
0.30
0.63
232
0.0
58774
34.30
0.91
0.00
0.00
0.30
0.61
236
0.0
58557
34.29
0.89
0.00
0.00
0.30
0.59
240
0.0
58345
34.29
0.87
0.00
0.00
0.30
0.57
9de
0.0
58136
34.28
0.86
0.00
0.00
0.30
0.56
248
0.0
57932
34.27
0.84
0.00
0.00
0.30
0.54
252
0.0
57732
34.27
0.82
0.00
U.UO
0.30
0.52
256
0.0
57536
34.26
0.80
0.00
0.00
0.30
0.51
260
0.0
57344
34.26
0.79
0.00
0.00
0.30
0.49
264
0.0
57155
34.25
0.77
0.00
0.00
0.30
0.48
268
0.0
56970
34.25
0.76
0.00
0.00
0.30
0.46
272
0.0
56788
34.24
0.74
0.00
0.00
0.30
0.45
276
0.0
56610
34.24
0.73
0.00
0.00
0.29
0.43
280
0.0
56436
34.23
0.72
0.00
0.00
0.29
0.42
284
0.0
56264
34.23
0.70
0.00
0.00
0.29
0.41
288
0.0
56096
34.22
0.69
0.00
0.00
0.29
0.40
292
0.0
55931
34.22
0.68
0.00
0.00
0.29
0.38
296
0.0
55769
34.21
n F;a
n nn
0.00
0.29
0.37
300
0.0
55610
34.21
0.65
0.00
0.00
0.29
0.36
304
0.0
55453
34.21
0.64
0.00
0.00
0.29
0.35
308
0.0
55300
34.20
0.63
0.00
0.00
0.29
0.34
312
0.0
55149
34.20
0.62
0.00
0.00
0.29
0.33
316
0.0
55001
34.19
0.61
0.00
0.00
0.29
0.32
320
0.0
54855
34.19
0.60
0.00
0.00
0.2.9
0.31
324
0.0
54712
34.18
0.59
0.00
0.00
0.29
0.30
328
0.0
54571
34.18
0.58
0.00
0.00
0.29
0.29
332
0.0
54433
34.18
0.57
0.00
0.00
0.29
0.28
336
0.0
54297
34.17
0.56
0.00
0.00
0.29
0.27
340
0.0
54163
34.17
0.55
0.00
0.00
0.29
0.26
344
0.0
54032
34.17
0.54
0.00
0.00
0.29
0.25
348
0.0
53902
34.16
0.53
0.00
0.00
0.29
n 94
352
0.0
53775
34.16
0.52
0.00
0.00
0.29
0.24
356
0.0
53650
34.15
0.51
0.00
0.00
0.29
0.23
360
0.0
53526
34.15
0.51
0.00
0.00
0.29
0.22
364
0.0
53405
34.15
0.50
0.00
0.00
0.29
0.21
368
0.0
53285
34.14
0.49
0.00
0.00
0.29
0.20
372
0.0
53167
34.14
0.48
0.00
0.00
0.29
0.20
376
0.0
53051
34.14
0.48
0.00
0.00
0.29
0.19
380
0.0
52937
34.13
0.47
0.00
0.00
0.29
0.18
384
0.0
52824
34.13
0.46
0.00
0.00
0.28
0.18
388
0.0
52713
34.13
0.46
0.00
0.00
0.28
0.17
392
0.0
52604
34.12
0.45
0.00
0.00
0.28
0.17
396
0.0
52496
34.12
0.44
0.00
0.00
0.28
0.16
400
0.0
52389
34.12
0.44
0.00
0.00
0.28
0.15
404
0.0
52285
34.12
0.43
0.00
0.00
0.28
0.15
408
0.0
52181
34.11
0.43
0.00
0.00
0.28
0.14
G:IJOBS12014114025-ROSS TECHNOLOGY1Ca1cs%14025 routinglyr24hr

05/21/2015 Leland Industrial Park 14029
MLV Stormwater Pond Routing
10-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.00 MIN
INTENSITY (10 YR)
6.43 IN/HR
Qa = 14.20 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 7 INCHES 10yr, 24hr PRECIPITATION
CN = 80 ((98*0.70)+(39*0.30)) = 80
S = (1000/CN)-10
S = 2.45
Depth (D) = (P-0.2S)^2/(P+0.8S)
D = 4.73 IN -1 Oyr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 43.81 MINUTES
Storage Volume Req'd = (Qp-Qa)*Tp*1.39*60
= 137,472 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 32.50 feet
AFTER DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.73
TIME OF CONCENTR
10.00 MIN
INTENSITY (10 YR)
6.43 IN/HR
Qp = 61.82 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
32.50
27,356
0
0
0
0
0
0.00
33.00
31,374
14,683
14,683
0.5
9.5944
-0.6931
0.51
34.00
34,150
32,762
47,445
1.5
10.7673
0.4055
1.48
35.00
37,098
35,624
83,069
2.5
11.3274
0.9163
2.47
36.00
40,037
38,568
121,636
3.5
11.7086
1.2528
3.50
37.00
42,968
41,503
163,139
4.5
12.0024
1.5041
4.58
Regression Output:
Ks = 30950
b = 1.09
Constant 10.34
G:IJOBS12014114025-ROSS TECHN0L0GY1Ca1cs114025 routing10y24hr

05/21/2015 Leland Industrial Park 14029
MLV Stormwater Pond Routing
10-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
14.20 cfs
Qp =
51.82 cfs
Tp =
43.8 min
dT =
4 min
BASIN DATA
Ks =
b=
Zo =
Normal water elev =
Box Weir Length =
Cw =
Zcr =
30950
1.09
32.50 ft
32.50 ft
Peak Outflow =
13.69 cfs
16 ft
Peak Stage =
36.31 ft
3.0
Maximum Storage =
133,583 cu ft
36.30 ft
Control Holes:
State Orifice:
Dia = 3.00 in
Dd = 36 in
Cd = 0.59
Zi = 32.25 ft
Inv = 32.50 ft
Weir. L = 15 in
Inv = 34.00 ft
Emergency Overflow Weir: L = 480.0 in
Inv = 36.30 ft
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emergency Overflow)
(min)
(cfs)
(cu ft)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0
0.0
0
32.50
0
0
0.00
0
0.00
4
1.1
0
32.50
0
0.00
0.00
0
0.00
8
4.1
254
32.51
0.00
0.00
0.00
0.00
0.00
12
9.0
1249
32.55
0.01
0.00
0.00
0.01
0.00
16
15.3
3411
32.63
0.03
0.00
0.00
0.03
0.00
20
22.4
7066
32.76
0.08
0.00
0.00
0.08
0.00
24
29.8
12417
32.93
0.13
0.00
0.00
0.13
0.00
28
36.9
19535
33.16
0.17
0.00
0.00
0.17
0.00
32
43.1
28344
33.42
0.21
0.00
0.00
0.21
0.00
36
47.9
38631
33.72
0.24
0.00
0.00
0.24
0.00
40
50.9
50059
34.05
0.32
0.00
0.00
0.28
0.05
44
51.8
62188
34.39
1.23
0.00
0.00
0.31
0.93
48
50.7
74328
34.73
2.67
0.00
0.00
0.34
2.34
52
47.5
85845
35.04
4.36
0.00
0.00
0.36
4.00
56
42.7
96195
35.32
6.09
0.00
0.00
0.38
6.70
60
37.9
104980
35.56
7.69
0.00
0.00
0.40
7.29
64
33.7
112235
35.75
9.10
0.00
0.00
0.41
8.69
68
29.9
118133
35.91
10.29
0.00
0.00
0.42
9.87
72
26.6
122840
36.03
11.28
0.00
0.00
0.43
10.85
76
23.6
126506
36.13
12.07
0.00
0.00
0.43
11.63
80
20.9
129271
36.20
12.67
0.00
0.00
0.44
12.23
84
18.6
131257
36.25
13.11
0.00
0.00
0.44
12.67
88
16.5
132575
36.29
13.40
0.00
0.00
0.44
12.96
92
14.7
133323
36.31
13.59
0.02
0.05
0.45
13.13
96
13.0
133583
36.31
13.69
0.06
0.16
0.45
13.18
100
11.6
133423
36.31
13.63
0.03
0.08
0.45
13.15
104
10.3
132930
36.29
13.48
0.00
0.00
0.44
13.04
108
9.1
132160
36.27
13.31
0.00
0.00
0.44
12.87
112
8.1
131156
36.25
13.09
0.00
0.00
0.44
12.64
116
7.2
129960
36.22
12.82
0.00
0.00
0.44
12.38
G:IJOBS12014114025-110SS TECHNOLOGY1Ca1cs114025 routing10y24hr

05/21/2015 Leland Industrial Park 14029
MLV Stormwater Pond Routing
10-year 24hr Storm
120
6.4
128611
36.18
12.52
0.00
0.00
0.44
12.09
124
5.7
127139
36.14
12.20
0.00
0.00
0.44
11.77
128
5.0
125572
36.10
11.86
0.00
0.00
0.43
11.43
132
4.5
123935
36.06
11.51
0.00
0.00
0.43
11.08
136
4.0
122247
36.01
11.15
0.00
0.00
0.43
10.73
140
3.5
120524
35.97
10.79
0.00
0.00
0.42
10.37
144
3.1
118782
35.92
10.43
0.00
0.00
0.42
10.00
148
2.8
117032
35.88
10.07
0.00
0.00
0.42
9.65
152
2.5
115285
35.83
9.71
0.00
0.00
0.42
9.29
156
2.2
113549
35.79
9.36
0.00
0.00
0.41
8.95
160
2.0
111830
35.74
9.02
0.00
0.00
0.41
8.61
164
1.7
110134
35.69
8.68
0.00
0.00
0.41
8.27
168
1.5
108467
35.65
8.36
0.00
0.00
0.40
7.95
172
1.4
106831
35.61
8.04
0.00
0.00
0.40
7.64
176
1.2
105229
35.56
7.74
0.00
0.00
0.40
7.34
180
1.1
103664
35.52
7.44
0.00
0.00
0.39
7.05
184
1.0
102136
35.48
7.16
0.00
0.00
0.39
6.76
188
0.8
100649
35.44
6.88
0.00
0.00
0.39
6.49
192
0.8
99200
35.40
6.62
0.00
0.00
0.39
6.23
196
0.7
97793
35.37
6.37
0.00
0.00
0.38
5.98
200
0.6
96425
35.33
6.13
0.00
0.00
0.38
5.74
204
0.5
95098
35.29
5.89
0.00
0.00
0.38
5.52
208
0.5
93810
35.26
5.67
0.00
0.00
0.38
5.29
212
0.4
92561
35.22
5.46
0.00
0.00
0.37
5.08
216
0.4
91351
35.19
5.25
0.00
0.00
0.37
4.88
220
0.3
90179
35.16
5.06
0.00
0.00
0.37
4.69
224
0.3
89044
35.13
4.87
0.00
0.00
0.37
4.50
228
0.3
87945
35.10
4.69
0.00
0.00
0.37
4.33
232
0.2
86881
35.07
4.52
0.00
0.00
0.36
4.16
236
0.2
85850
35.04
4.36
0.00
0.00
0.36
4.00
240
0.2
84853
35.02
4.20
0.00
0.00
0.36
3.84
244
0.2
83888
34.99
4.05
0.00
0.00
0.36
3.70
248
0.1
82954
34.96
3.91
0.00
0.00
0.35
3.55
252
0.1
82050
34.94
3.77
0.00
0.00
0.36
3.42
256
0.1
81176
34.92
3.64
0.00
0.00
0.35
3.29
260
0.1
80329
34.89
3.52
0.00
0.00
0.35
3.17
264
0.1
79509
34.87
3.40
0.00
0.00
0.35
3.05
268
0.1
78715
34.85
3.28
0.00
0.00
0.35
2.94
272
0.1
77946
34.83
3.17
0.00
0.00
0.34
2.83
276
0.1
77202
34.81
3.07
0.00
0.00
0.34
2.72
280
0.1
76481
34.79
2.97
0.00
0.00
0.34
2.62
284
0.0
75782
34.77
2.87
0.00
0.00
0.34
2.53
288
0.0
75105
34.75
2.78
0.00
0.00
0.34
2.44
292
0.0
74449
34.73
2.69
0.00
0.00
0.34
2.35
296
0.0
73813
34.72
2.60
0.00
0.00
0.34
2.27
300
0.0
73196
34.70
2.52
0.00
0.00
0.33
2.19
304
0.0
72598
34.68
2.44
0.00
0.00
0.33
2.11
308
0.0
72018
34.67
2.37
0.00
0.00
0.33
2.04
312
0.0
71456
34.65
2.30
0.00
0.00
0.33
1.97
316
0.0
70909
34.64
2.23
0.00
0.00
0.33
1.90
320
0.0
70379
34.62
2.16
0.00
0.00
0.33
1.83
324
0.0
69865
34.61
2.10
0.00
0.00
0.33
1.77
328
0.0
69365
34.59
2.04
0.00
0.00
0.33
1.71
332
0.0
68879
34.58
1.98
0.00
0.00
0.32
1.65
336
0.0
68407
34.57
1.92
0.00
0.00
0.32
1.60
340
n n
67949
34.56
1.87
0.00
0.00
0.32
1.54
344
0.0
67503
34.54
1.81
0.00
0.00
0.32
1.49
348
0.0
67069
34.53
1.76
0.00
0.00
0.32
1.44
352
0.0
66648
34.52
1.72
0.00
0.00
0.32
1.40
356
0.0
66237
34.51
1.67
0.00
0.00
0.32
1.35
360
0.0
65838
34.50
1.62
0.00
0.00
0.32
1.31
364
0.0
65450
34.48
1.58
0.00
0.00
0.32
1.26
368
0.0
65072
34.47
1.54
0.00
0.00
0.32
1.22
372
0.0
64703
34.46
1.50
0.00
0.00
0.31
'i.18
376
0.0
64344
34.45
1.46
0.00
0.00
0.31
1.15
380
0.0
63995
34.44
1.42
0.00
0.00
0.31
1.11
384
0.0
63654
34.43
1.39
0.00
0.00
0.31
1.07
388
0.0
63322
34.43
1.35
0.00
0.00
0.31
1.04
392
0.0
62998
34.42
1.32
0.00
0.00
0.31
1.01
396
0.0
62683
34.41
1.29
0.00
0.00
0.31
0.98
400
0.0
62375
34.40
1.25
0.00
0.00
0.31
0.94
404
0.0
62074
34.39
1.22
0.00
0.00
0.31
0.92
408
0.0
61781
34.38
1.19
0.00
0.00
0.31
0.89
G:UOBS12014114025-ROSS TECH NOLOGY\CaIcs114025 routing10y24hr

05/21/2015 Leland Industrial Park 14025
MLV Stormwater Pond Routing
100-year 24hr Storm
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.00 MIN
INTENSITY (100 YR)
8.48 IN/HR
Qa = 18.72 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 10 INCHES 100yr, 24hr PRECIPITATION
CN = 80 ((98*0.70)+(39*0.30)) = 80
S = (1000/CN)-10
S = 2.45
Depth (D) = (P-0.2S)^2/(P+0.8S)
D = 7.56 IN-100yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 53.12 MINUTES
Storage Volume Req'd = (Qp-Qa)*Tp*1.39*60
= 219,812 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 32.50 feet
AFTER DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.73
TIME OF CONCENTR
10.00 MIN
INTENSITY (100 YR) 1
8.48 IN/HR
Qp = 68.34 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
32.50
27.356
0
0
0
0
0
0.00
33.00
31.374
14,683
14,683
0.5
9.59"
-0.6931
0.51
34.00
34,150
32,762
47,445
1.5
10.7673
0.4055
1.48
35.00
37,098
35,624
83,069
2.5
11.3274
0.9163
2.47
36.00
40,037
38,568
121,636
3.5
11.7088
1.2528
3.50
37.00
42.968
41,503
163,139
4.5
12.0024
1.5041
4.58
Regression Output:
Ks = 30960
b = 1.09
Constant 10.34
G:W08S12014114025-R0SS TECHNOLOGY1Galcs114025 routing100yr24hr

05/21/2015 Leland Industrial Park 14025
MLV Stormwater Pond Routing
100-year 24hr Storm
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
18.72 cfs
Qp =
68.34 cfs
Tp =
53.1 min
dT =
4 min
BASIN DATA
Ks =
b=
Zo =
Normal water elev =
Box Weir Length =
Cw =
Zcr =
30950
1.09
32.50 ft
32.50 ft
Peak Outflow =
44.59 cfs
16 ft
Peak Stage =
36.95 ft
3.0
Maximum Storage =
158,166 cu ft
36.30 It
Control Holes:
State Orifice:
Dia = 3 00 in
Dd 36 in
Cd = 0.59
Zi = 32.25 ft
Inv = 32.50 ft
Weir: L = 15 in
Inv = 34.00 ft
Emergency Overflow Weir: L = 480.0 in
Inv = 36.30 ft
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emergency Overflow)
(min)
(cfs)
(cu ft)
(ft)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
0
0.0
0
32.50
0
0
0.00
0
0.00
4
1.0
0
32.50
0
0.00
0.00
0
0.00
8
3.8
228
32.51
0.00
0.00
0.00
0.00
0.00
12
8.3
1129
32.55
0.01
0.00
0.00
0.01
0.00
16
14.2
3108
32.62
0.03
0.00
0.00
0.03
0.00
20
21.2
6507
32.74
0.08
0.00
0.00
0.08
0.00
24
29.0
11587
32.91
0.12
0.00
0.00
0.12
0.00
28
37.1
18522
33.13
0.16
0.00
0.00
0.16
0.00
32
45.0
27382
33.39
0.20
0.00
0.00
0.20
0.00
36
52.3
38128
33.71
0.24
0.00
0.00
0.24
0.00
40
58.6
50616
34.07
0.35
0.00
0.00
0.28
0.07
44
63.5
64588
34.46
1.49
0.00
0.00
0.31
1.17
48
66.8
79469
34.87
3.39
0.00
0.00
0.35
3.04
52
68.3
94684
36.28
5.82
0.00
0.00
0.38
5.44
56
67.8
109671
35.68
8.59
0.00
0.00
0.41
8.18
60
65.6
123893
36.06
11.50
0.00
0.00
0.43
11.07
64
61.5
136864
36.40
15.84
1.46
3.66
0.45
13.92
68
56.2
147825
36.68
28.29
11.35
28.37
0.47
16.47
72
50.9
154514
36.86
38.42
19.86
49.64
0.48
18.09
76
46.2
157514
36.93
43.46
24.14
60.36
0.48
18.83
80
41.9
158166
36.95
44.59
25.11
62.78
0.48
18.99
84
38.0
157513
36.93
43.46
24.14
60.36
0.48
18.83
88
34.4
156195
36.90
41-21
22.22
55.56
0.48
18.51
92
31.2
154566
36.86
38.51
19.93
49.82
0.48
18.10
96
28.3
152815
36.81
35.70
17.65
43.88
0.47
17.68
100
25.7
151039
36.77
32.96
15.24
38.11
0.47
17.25
104
23.3
149288
36.72
30.37
13.07
32.68
0.47
16.82
108
21.1
147585
36.68
27.95
11.07
27.68
0.47
16.42
112
19.1
145939
36.63
25.73
9.24
23.11
0.46
16.03
116
17.3
144355
36.59
23.70
7.59
18.97
0.46
15.65
GAJOBS12014114025-ROSS TECHNOLOGY1CaICM14025 routing100y24hr

05/21/2015 Leland Industrial Park 14025
MLV Stormwater Pond Routing
100-year 24hr Storm
120
15.7
142830
36.55
21.86
6.10
15.25
0.46
15.30
124
14.3
141359
36.51
20.18
4.77
11.93
0.46
14.95
128
12.9
139939
36.48
18.67
3.59
8.99
0.46
14.62
132
11.7
138561
36.44
17.33
2.56
6.41
0.45
14.31
136
10.6
137217
36.41
16.13
1.68
4.19
0.45
14.00
140
9.6
135898
36.37
15.09
0.94
2.34
0.45
13.70
144
8.7
134591
36.34
14.22
0.36
0.90
0.45
13.41
148
7.9
133277
36.30
13.57
0.01
0.03
0.45
13.11
152
7.2
131922
36.27
13.26
0.00
0.00
0.44
12.81
156
6.5
130466
36.23
12.93
0.00
0.00
0.44
12.49
160
5.9
128926
36.19
12.59
0.00
0.00
0.44
12.16
164
5.4
127322
36.15
12.24
0.00
0.00
0.44
11.81
168
4.9
125670
36.10
11.88
0.00
0.00
0.43
11.45
172
4.4
123984
36.06
11.52
0.00
0.00
0.43
11.09
176
4.0
122276
36.02
11.16
0.00
0.00
0.43
10.73
180
3.6
120556
35.97
10.80
0.00
0.00
0.42
10.37
184
3.3
118835
35.93
10.44
0.00
0.00
0.42
10.02
188
3.0
117118
35.88
10.08
0.00
0.00
0.42
9.66
192
2.7
115413
35.83
9.73
0.00
0.00
0.42
9.32
196
2.4
113725
35.79
9.39
0.00
0.00
0.41
8.98
200
2.2
112058
35.75
9.06
0.00
0.00
0.41
8.65
204
2.0
110416
35.70
8.74
0.00
0.00
0.41
8.33
208
1.8
108803
35.66
8.42
0.00
0.00
0.40
8.02
212
1.7
107220
35.62
8.11
0.00
0.00
0.40
7.71
216
1.5
105670
35.58
7.82
0.00
0.00
0.40
7.42
220
1.4
104154
35.54
7.53
0.00
0.00
0.40
7.14
224
1.2
102672
35.50
7.26
0.00
0.00
0.39
6.86
228
1.1
101227
35.46
6.99
0.00
0.00
0.39
6.60
232
1.0
99818
35.42
6.73
0.00
0.00
0.39
6.34
236
0.9
98446
35.38
6.49
0.00
0.00
0.39
6.10
240
0.8
97110
35.35
6.25
0.00
0.00
0.38
5.86
244
0.8
958i-i
35.3i
6.02
0.00
0.00
0.38
5.64
248
0.7
94548
35.28
5.80
0.00
0.00
0.38
5.42
252
0.6
93321
35.25
5.59
0.00
0.00
0.38
5.21
256
0.6
92129
35.21
5.39
0.00
0.00
0.37
5.01
260
0.5
90972
35.18
5.19
0.00
0.00
0.37
4.82
264
0.5
89849
35.15
5.00
0.00
0.00
0.37
4.64
268
0.4
88759
35.12
4.83
0.00
0.00
0.37
4.46
272
0.4
87702
35.09
4.65
0.00
0.00
0.36
4.29
276
0.3
86677
35.07
4.49
0.00
0.00
0.36
4.13
280
0.3
85682
35.04
4.33
0.00
0.00
0.36
3.97
284
0.3
84717
35.01
4.18
0.00
0.00
0.36
3.82
288
0.3
83782
34.99
4.04
0.00
0.00
0.36
3.68
292
0.2
82875
34.96
3.90
0.00
0.00
0.35
3.54
296
0.2
81996
34.94
3.76
n nn
0.00
0.35
3.41
300
0.2
81143
34.92
3.64
0.00
0.00
0.35
3.29
304
0.2
80316
34.89
3.51
0.00
0.00
0.35
3.17
308
0.2
79515
34.87
3.40
0.00
0.00
0.35
3.05
312
0.1
78737
34.85
3.29
0.00
0.00
0.35
2.94
316
0.1
77983
34.83
3.18
0.00
0.00
0.34
2.83
320
0.1
77252
34.81
3.07
0.00
0.00
0.34
2.73
324
0.1
76542
34.79
2.97
0.00
0.00
0.34
2.63
328
0.1
75854
34.77
2.88
0.00
0.00
0.34
2.54
332
0.1
75186
34.75
2.79
0.00
0.00
0.34
2.45
336
0.1
74538
34.74
2.70
0.00
0.00
0.34
2.36
340
0.1
73909
34.72
2.62
0.00
0.00
0.34
2.28
344
0.1
73298
34.70
2.54
0.00
0.00
0.33
2.20
348
0.1
72705
34.68
2.46
0.00
0.00
ass
2.12
352
0.1
72130
34.67
2.38
0.00
0.00
0.33
2.05
356
0.0
71.571
34.65
2.31
0.00
0.00
0.33
1.98
360
0.0
71027
34.64
2.24
0.00
0.00
0.33
1.91
364
0.0
70500
34.62
2.18
0.00
0.00
0.33
1.85
368
0.0
69987
34.61
2.11
0.00
0.00
0.33
1.79
372
0.0
69489
34.60
2.05
0.00
0.00
0.33
1.73
376
0.0
69004
34.58
1.99
0.00
0.00
0.32
1.67
380
0.0
68533
34.57
1.94
0.00
0.00
0.32
1.61
384
0.0
68075
34.56
1.88
0.00
0.00
0.32
1.56
388
0.0
67629
34.54
1.83
0.00
0.00
0.32
1.51
392
0.0
67195
34.53
1.78
0.00
0.00
0.32
1.46
396
0.0
66773
34.52
1.73
0.00
0.00
0.32
1.41
400
0.0
66362
34.51
1.68
0.00
0.00
0.32
1.36
404
0.0
65962
34.50
1.64
0.00
0.00
0.32
1.32
408
0.0
65573
34.49
1.59
0.00
0.00
0.32
1.28
G:IJOBS12014114025-ROSS TECH NOLOGY%Caics114025 rouling100y24hr

05/2112015 Leland Industrial Park 14025
MLV Stormwater Pond Routing
100-year 24hr Storm
Clogged
WATERSHED DATA
BEFORE DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.2
TIME OF CONCENTR
10.00 MIN
INTENSITY M00 YR)
8.48 IN/HR
Qa = 18.72 CFS
Qa = PRE -DEVELOPED PEAK DISCHARGE
COMPUTE DEPTH OF RUNOFF
P = 10 INCHES 100yr, 24hr PRECIPITATION
CN = 80 ((98*0.70)+(39*0.30)) = 80
S = (1000/CN)-10
S = 2.45
Depth (D) = (P-0.2S)"2/(P+0.8S)
D = 7.56 IN - 100yr, 24hr RUNOFF DEPTH
SET VOLUME AND COMPUTE TIME TO PEAK
Tp = [(43.5)(D)(Area)] / Qp
Tp = 53.12 MINUTES
Storage Volume Req'd (Qp-Qa)*Tp*1.39*60
219,812 cu. ft.
CALCULATE Ks AND b
SET NORMAL ELEVATION AT = 32.50 feet
AFTER DEVELOPMENT
WATERSHED AREA
11.04 ACRES
RUNOFF COEF. 'C'
0.73
TIME OF CONCENTR
10.00 MIN
INTENSITY (100 YR)
8.48 IN/HR
Qp = 68.34 CFS
Qp = POST -DEVELOPED PEAK DISCHARGE
S
Z
CONTOUR
INCR
ACCUM
CONTOUR
AREA
VOL
VOL
STAGE
In S
In Z
Z est
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
32.50
27,356
0
0
0
0
0
0.00
33.00
31,374
14,683
14,683
0.5
9.5944
-0.6931
0.51
34.00
34,150
32,762
47,445
1.5
10.7673
0.4055
1.48
35.00
37,098
35,624
83,069
2.5
11.3274
0.9163
2.47
36.00
40,037
38,568
121,636
3.5
11.7088
1.2528
3.50
37.00
42,968
41,603
163,139
4.5
12.0024
1.5041
4.58
Regression Output:
Ks = 30950
b = 1.09
Constant 10.34
G:U0BS%2014114025-R0SS TECHNOLOGMalcs114025 rou[ing100yr24hr clogged

05/21/2015 Leland Industrial Park
MLV Stormwater Pond Ruuting
100-year 24hr Storm
Clogged
14025
CHAINSAW METHOD FOR
RISER BARREL ROUTING
STORM DATA
Qa =
18.72 cfs
Qp =
68.34 Cfs
Tp =
53.1 min
dT =
4 min
BASIN DATA
Ks =
30950
b =
1.09
Zo =
32.50 ft
Normal water elev =
32.50 It
Peak Outflow =
55.22 cfs
Box Weir Length =
ft
Peak Stage =
36.90 ft
Cw =
3.0
Maximum Storage =
156,100 cu ft
Zcr =
ft
Control Holes:
State Orifice:
Dia =
in
Dd =
in
Inv =
It
Cd =
0.59
Weir:
L =
480 in
Zi =
ft
Inv =
36.30 It
Emergency Overflow Weir:
L =
in
Inv =
ft
Time
Inflow
Storage
Stage
Outflow
W Riser
Weir
Orifice
Weir
(Emergency Overflow)
(min)
(Cfs)
(cu ft)
(ft)
(cfs)
(Cfs)
(Cfs)
(cfs)
(Cfs)
0
0.0
0
32.50
0
0
0.00
0
0.00
4
1.0
0
32.50
0
0.00
0.00
0
0.00
8
3.8
228
32.51
0.00
0.00
0.00
0.00
0.00
12
8.3
1129
32.55
0.00
0.00
0.00
0.00
0.00
16
14.2
3110
32.62
0.00
0.00
0.00
0.00
0.00
20
21.2
6516
32.74
0.00
0.00
0.00
0.00
0.00
24
29.0
11614
32.91
0.00
0.00
0.00
0.00
0.00
28
37.1
18579
33.13
0.00
0.00
0.00
0.00
0.00
32
45.0
27478
33.40
0.00
0.00
0.00
0.00
0.00
36
52.3
38273
33.71
0.00
0.00
0.00
0.00
0.00
40
58.6
50819
34.07
0.00
0.00
0.00
0.00
0.00
44
63.5
64874
34.47
0.00
0.00
0.00
0.00
0.00
48
66.8
80112
34.89
0.00
0.00
0.00
0.00
0.00
52
68.3
96141
35.32
0.00
0.00
0.00
0.00
0.00
56
67.8
112525
35.76
0.00
0.00
0.00
0.00
0.00
60
65.6
128808
36.19
0.00
0.00
0.00
0.00
0.00
64
61.5
144541
36.60
19.44
0.00
0.00
0.00
19.44
68
56.2
154636
36.86
50.06
0.00
0.00
0.00
50.06
79
50.9
156100
36.90
55.22
0.00
0.00
0.00
55.22
76
46.2
155068
36.87
51.57
0.00
0.00
0.00
51.57
80
41.9
153774
36.84
47.10
0.00
0.00
0.00
47.10
84
38.0
152518
36.80
42.89
0.00
0.00
0.00
42.89
88
34.4
151335
36.77
39.05
0.00
0.00
0.00
39.05
92
31.2
150225
36.74
35.55
0.00
0.00
0.00
35.55
96
28.3
149184
36.72
32.37
0.00
0.00
0.00
32.37
100
25.7
148208
36.69
29.48
0.00
0.00
0.00
29.48
104
23.3
147292
36.67
26.85
0.00
0.00
0.00
26.85
108
21.1
146434
36.65
24.45
0.00
0.00
0.00
24.46
112
19.1
145629
36.63
22.28
0.00
0.00
0.00
22.28
116
17.3
144874
36.61
20.30
0.00
0.00
0.00
20.30
G:UOBSUD14114025-ROSS TECH NOLOGY1CaIcs114025 routing100yr24hr clogged

05/21/2015 Leland Industrial Park 14025
MLV Stormwater Pond Routing
100-year 24hr Storm
Clogged
120
15.7
144166
36.59
18.50
0.00
0.00
0.00
18.50
124
14.3
143502
36.57
16.86
0.00
0.00
0.00
16.86
128
12.9
142879
36.55
15.37
0.00
0.00
0.00
15.37
132
11.7
142295
36.54
14.01
0.00
0.00
0.00
14.01
136
10.6
141746
36.52
12.78
0.00
0.00
0.00
12.78
140
9.6
141232
36.51
11.65
0.00
0.00
0.00
11.65
144
8.7
140749
36.50
10.63
0.00
0.00
0.00
10.63
148
7.9
140295
36.49
9.70
0.00
0.00
0.00
9.70
152
7.2
139870
36.48
8.85
0.00
0.00
0.00
8.85
156
6.5
139471
36.47
8.08
0.00
0.00
0.00
8.08
160
5.9
139096
36.46
7.38
0.00
0.00
0.00
7.38
164
5.4
138744
36.45
6.73
0.00
0.00
0.00
6.73
168
4.9
138414
36.44
6.15
0.00
0.00
0.00
6.15
172
4.4
138104
36.43
5.62
0.00
0.00
0.00
5.62
176
4.0
137813
36.42
5.13
0.00
0.00
0.00
5.13
180
3.6
137539
36.42
4.69
0.00
0.00
0.00
4.69
184
3.3
137282
36.41
4.29
0.00
0.00
0.00
4.29
188
3.0
137041
36.40
3.92
0.00
0.00
0.00
3.92
192
2.7
136815
36.40
3.59
0.00
0.00
0.00
3.59
196
2.4
136602
36.39
3.28
0.00
0.00
0.00
3.28
200
2.2
136402
36.39
3.00
0.00
0.00
0.00
3.00
204
2.0
136214
36.38
2.75
0.00
0.00
0.00
2.75
208
1.8
136037
36.38
2.52
0.00
0.00
0.00
2.52
212
1.7
135871
36.37
2.31
0.00
0.00
0.00
2.31
216
1.5
135715
36.37
2.11
0.00
0.00
0.00
2.11
220
1.4
135568
36.36
1.94
0.00
0.00
0.00
1.94
224
1.2
135431
36.36
1.77
0.00
0.00
0.00
1.77
228
1.1
135301
36.36
1.63
0.00
0.00
0.00
1.63
232
1.0
135179
36.35
1.49
0.00
0.00
0.00
1.49
236
0.9
135064
36.35
1.37
0.00
0.00
0.00
1.37
240
0.8
134956
36.35
1.26
0.00
0.00
0.00
1.26
244
0.8
134855
36.35
1J 5
0.00
0.Oi1
0.00
1.15
248
0.7
134759
36.34
1.06
0.00
0.00
0.00
1.06
252
0.6
1341370
36.34
0.97
0.00
0.00
0.00
0.97
256
0.6
134585
36.34
0.90
0.00
0.00
0.00
0.90
260
0.5
134506
36.34
0.82
0.00
0.00
0.00
0.82
264
0.5
134431
36.33
0.76
0.00
0.00
0.00
0.76
268
0.4
134360
36.33
0.70
0.00
0.00
0.00
0.70
272
0.4
134294
36.33
0.64
0.00
0.00
0.00
0.64
276
0.3
134231
36.33
0.59
0.00
0.00
0.00
0.59
280
0.3
134172
36.33
0.54
0.00
0.00
0.00
0.54
284
0.3
134117
36.33
0.50
0.00
0.00
0.00
0.50
288
0.3
134065
36.32
0.46
0.00
0.00
0.00
0.46
292
0.2
134015
36.32
0.43
0.00
0.00
0.00
0.43
296
0.2
133969
36.32
0.39
0.00
0.00
n nn
0.39
300
0.2
133925
36.32
0.36
0.00
0.00
0.00
0.36
304
0.2
133884
36.32
0.34
0.00
0.00
0.00
0.34
308
0.2
133845
36.32
0.31
0.00
0.00
0.00
0.31
312
0.1
133808
36.32
0.29
0.00
0.00
0.00
0.29
316
0.1
133774
36.32
0.27
0.00
0.00
0.00
0.27
320
0.1
133741
36.32
0.25
0.00
0.00
0.00
0.25
324
0.1
133710
36.32
0.23
0.00
0.00
0.00
0.23
328
0.1
133681
36.31
0.21
0.00
0.00
0.00
0.21
332
0.1
133653
36.31
0.20
0.00
0.00
0.00
0.20
336
0.1
133628
36.31
0.18
0.00
0.00
0.00
0.18
340
0.1
133603
36.31
0.17
0.00
0.00
0.00
0.17
344
0.1
133580
36.31
0.16
0.00
0.00
0.00
0.16
348
0.1
133558
36.31
0.15
0.00
0.00
0.00
0.15
352
0.1
133537
36.31
0.14
0.00
0.00
0.00
0.14
356
0.0
133518
36.31
0.13
0.00
0.00
0.00
0.13
360
0.0
133499
36.31
0.12
0.00
0.00
0.00
0.12
364
0.0
133482
36.31
0.11
0.00
0.00
0.00
0.11
368
0.0
133465
36.31
0.10
0.00
0.00
0.00
0.10
372
0.0
133450
36.31
0.09
0.00
0.00
0.00
0.09
376
0.0
133435
36.31
0.09
0.00
0.00
0.00
0.09
380
0.0
133421
36.31
0.08
0.00
0.00
0.00
0.08
384
0.0
133407
36.31
0.08
0.00
0.00
0.00
0.08
388
0.0
133395
36.31
0.07
0.00
0.00
0.00
0.07
392
0.0
133383
36.31
0.07
0.00
0.00
0.00
0.07
396
0.0
133372
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0.06
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0.06
400
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0.06
404
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0.06
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0.00
0.00
0.06
408
0.0
133341
36.31
0.05
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW7.2015-00802 County: Brunswick U.S.G.S. Quad: NC.L1ELAN
NOTIFICATION OFURISDICTIONAL DETERMINATION
Property Owner:
Address:
Telephone Number:
Size (acres)
Nearest Waterway
USGS f iUC
108 Grace LLC
Attn: Mr..kllcn liars
P.Q. Box 2555
Wllminaton, NC:, 28402
[phone]
12.33
Rowel Branch
3030005
Nearest Town Leland
Rivcr Basir: Lower Cage ]Fear
Coordinates Latitude: 34.2730244457462
Longitudc:-78.059304633442b
Location description.: Property is located at 2203 Commerce Drive. (L-1 S-2, PH-111 Leland Industrial Park), Leland
Brunswick County, North Carolina. Parcel ID 02300090.
Indicate Which of the Following Annly:
A. Preliminary Determination
Based on preliminary inform Lion, there may be waters of the I %%. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the ext:;nt of Deparimart of the Army (DA)
jurisdiction. To be considered Bnal. a jurisdictional determination must be verified by he Corps. This preliminary
determination is not an appealable action under Thu R::gulatory Program Administrative Appeal Process (Reference 33
C FR Part 43l ). If you wish. you may request an approved JD (which way be appi;aled), by contacting the Corps district
for further instruction. Alio, you may provide neNv information fur further consideration by the Corps to reevaluate: the
JD.
B. Approved Determination
There are navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and 14arbors ,ket and Section 40.1 of the Clvan Writer Act. U nlers t' ere is a change in the law
or our published regulations, this determination may be Mied upon for a period not to L;xcced five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit
re uirements of Section 404 Qf tbp Clean Water A CW A 33 LafiC. 1344). Unless there is a change in the law or
,our published regulations, this termination may eked u on fora period not to exceed five years from the date
of this notification.
_ We strongly sugg:st you have the waters of the I—S. including:. %vatlands on your pro,vect area delincated. Due to th.e
size of your property andfor our present v;orkload, the Corps may not ba able to accomplish this wetland delineation ill a
timely manner. Ior a more; timely e::Jineation, you may wish to obtvin a consultant. To b;: considered final, any
delineation must be verified by the Corps.
_ 1 he waters of the 1'.S. including :eil nds on your p rujcet ;sea have been delineated ::aril the delineation has be4n
verified by the Corps. We strop±ply suavc t you ha%a t!tis delineation surveyed. Capon completion, this survey should be
reviewed and verified by we Corps. Once verified. this survey will provide an accurate depiction of all areas �-ub;ect to
CWA jurisdiction on your property which. provided .here is no change in the law or our published regulations, may be
relied upon for a period not to LX;:;Ls;d jive; year;.
X The waters of the U.S., including wetlands have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on 4124/2015. Unless there is a change in the law or
Page 1 of 2

our published regulations, this determination may be relied uynn for a period not to exceed five years from the
date of this notification.
There are no waters of the L .S._ to include wetlands. present on the above described project area which are subject to the
permit requirements of SeAion 404 of the Chan Water Act (33 LSC 1344). Lnlcss there is a change in the law or our
published regulations, this determination may be iAced upon for a period not to exceed fiv:: yeas front the date of this
notification.
X The proverty is loged in one of the 20 Coastal Counties subject to re ulati der the Coastal Area Marra e e t
Art (CAMAS), You should contact the Division of Coastal Management in Wilmington. NC, at [phone] to
determine their requirements.
Placement of dr<dged or fill material v: ich n waters of the U5 andlor wetlands without a Department ot'the Army permit ma}
constitute a violation of Section 301 of the C. k;ar Water Act (33 USC § 1311). If you have any questions regarding this
determination andlor th;: Corp,; regulatory program, plUtse contact l mill Hughes at 910-251-4635 or
Lmily.B.II ushes`d,usace.army.mil.
Basis For Determipation: 7'he site exhibits wetland criteria as defined in the 1987 Wetland Delineation Manual and
its ativropriate re ional su lemen d is adjacent to Rowell Brunch a tributary to Stur eon Creek, a Section 10
Water of the U.S. This determination is based on information provided by Southern Environmental Grout)Inc. and a
site visit conducted by Emily Hughes on 11/12/2014. _.._..._..,,.
D. Remarks:
E. Attention USDA Program Participants
This delineationlde:terminatioit has been conducted to identi y the; limits of Corps' Clean Water lct jurisdiction for the
partim tar site identified in this request. "I he delin.eatiorldourmin;ition may not by valid for the wetland conservation
provisions of the rood Security _act of 1985. If you or your tenant are i , SDA Program participants. or anticipate participation
in t SDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
I hi . correspondence constitutes an approved jurisdictionai Bete mination for the above described site. If you obJcct to this
determination, you may request an administrative appeal underCorps, regulations at 33 CFR Part 331. l nclose*d you will find a
Notificatiur. of Appeal Process (NAP) iact sheet and request for appeal (RFA) form. if you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Fngin"n
South Atlantic Division
At n: Jason Steele, Revie,.N Officer
60 Forsyth Street SW, Room 1AN115
At ant.a. Georgia 30301-8801
In order for an RFA to be accepted by the C:urp�, th; Corps inert determine that it is complete, that it me:cts the criteria for
appeal under 33 CI,R part 331.5. and that it has been i:xcivc:d by the Division Office: within 60 days of the date of the NAP.
Should you dvoide to submit sat Ri A form, it inu-t be received at bet above addt.ss by 6/24/2.015,
"It is not nece-,b;:ry to submit nn R A Harm to the Division t )thee ii'you do not object to the determination in this
correspondence.*''
tfUG^,iE'S.i3hrllt.Y.Blil;3��1.17tt>II73t~5 `• " ,' :_--`�,`.
Corps Regulatory Official: a
Datc: April 24, 2015
I xpir;:tion Date: April 24, 2020
the W ilmin;.on District is comm' ted to providing 14Q hiLitest level of support to the public. 'Tu help us c:n.4ure we continue to
do so.; p_e:r>c complete our Customs: Satisfaction Suit cy, located online Ht htCts/lreE►llatorYusaos stlrvcv.Gc?nt/,

LL [fl'tk li�.A'I'lCl c�F':elly]1�1ItiyL'[i]Aj[, IONS AIM) 1p€ic�c;ES
r✓.�rFin :' 3�cZie •Ll�llL:.. ilrtry.= 'L'AY. _-lr.•____— — _ _.��.. _]Hi _il_".�, 1'�.%.I�'A�1PI•-AL
Attached is: _
INITIAL PROFFERED PERMI'l
] PROF:FFRED PERMIT (Standart
PERMH_6ENIALL
File Number: SAW-2015-00802 I Datc: 4/24/2015
See Section below
it or Letter oi•vermission)
Pertnit or Letter
APPROVED JURISbic rIoNw. DrTERMINATIO
PRELI.4IINARY JURISDICCIONAL.. DETERMINATION
_C_
ll
- - - D
SECTION 1 - The follo%iug identities your rights and options tegatding ail adaninistrative appeal of the above decision '
Addition] information may be found at ht#nJl�vwtvsavrgliliMissiotts+`Civil,1,gr'ReutatoFyPr�aPenits.asg� or
Curtis re6vlations at :33 0,11 Pwt 33 i -
A: INITIAL PROFFERED RRM1 1T: Yau may accept or object to the permit.
• ACCLP'": If you received a Standard Permit, you may sign the pennit docume,at and return it to the district engineer tier final
authorization, If )ou received a I..eiii:r ofP::rmission (LOP), you may accept the LOP and your work is authorised. Your
signature on the Standard. Pennit or acceptance of the LOP means that you accept the permit In its entirety, and waive all
rights to appeal the permit, including, its terms and conditions, and approved jurisdictional determinations associated with the
Permit.
OBJECT: If you object to the permit (Standard or LOP) because ot•certain terms and conditions therein, you may request
that the permit be modified aucordingly. You must complete Section It of this form and return the fornr to the district
engineer. Your objections must be received by the dist,ict cngineer within 60 da) s of the data: of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer evill evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify Rho permit to address some of your
objections, or (c) not modify the permit having'etennined that the permit should he issued as previously written. After
evaluating your objections. the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
13:—PROFFERED PLR: ff. You may accept or app+ml th;; permit -- -� -
• ACCEPT: If you received a Standard Permit; you may sign the permit docurn mt and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance: of the LOP means that you accept the permit in its ;m6r:,ty, and waive all
rights to appeal the permit, including, it< terms and conditions, and approved jurisdictional d.c tcrminations associated with the
permit.
APPEAL: If you choose to decline the profierod permit (Standard or LOP) because of curtain terms and conditions therein,
you may appeal the ucclined permit under the Corps of l:nl ±gears Administrative Appeal Process by completing Section 11 of
this fon.n and sending the fora to the division engineer. I"his form must be received by th:; division engineer within 60 days
of the data of this notice.
C: PERMIT DFNIAL. You may appeal the denial of a permit under the Corps of Lnt in"rs Administrative Appeal Process by
completing Section II of this form and pending the form to the division cnginei�r. This form roust be received by �Lhe division
engineer within 60 days ofthe date of this nonce.
I): APPRt.OVI: D JUR.ISDLC'TION/4L f ION: You mky accept or appeal the approved Ji) ur provide new
information.
• ACCEPT: You do not need to notify the Corps to cevept an approved JD. Failure to notify the: Corps within 60 days of the
date of this notice, means that you accept tiro approved JD in i;s entirety, mud waive all rights to appeal this approved JI).
• APPFAL: Uyou disagree with the approved JD, you rutty apnea(*e approved JD uncles tho Corps ofErigineers
Administrative; App nil Process by completing Sectior. 17 of thl's forte and sendin the for►n to the district engineer. Phis i`orin
trust be received by the division engineer w fit; thin days of the d;itu of this noticL..

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not nerd to respond to the Corps regarding the
preliminary JD. The Prelir tiny y J0 is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new infonnatioii for f urt?ier consideration by the
Corp3 to reevaluate the JD.
SEC. I ION Il - KiQLIrST FOR APPEAL or OBJECRONS '10 AN INI l'lAL PROf"TERED PERMIT R1 ASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision oryour objections to_ an initial
proffered permit in clear concise steaments. You may attach additional information to this form to clarify where your reasons or
objections are, addressed in the administrwJNLu record.)
ADDITIONAL INFORMATION:` he appe 11 is limited to a review of the administrative record. the Corps memorandum for th,:
rec and of the: appeal conf'arence or meeting, and any suppleme::ial information that the revievi officer has determinud is needed to
clarify the adminisaative record. Neither the appellant nor the Corps may add new intormation or analyses to die record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
.POIN"I'OI= C:O\. ']'AC:T FOR OLFSTI(lNS OR INF-"t"}RNIA'11ON:
If you have questions regarding this: de;ch-,ion and!or .he If you only have questions regarding the appeal process you may
nppeal proc:etis you may cuntac: also contact:
District Engineer, Wilmington .Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer
fAttn: Emily Hughes ChSAD-PDO
[phone] U.S. Arniy Corps of Engineers, South Atlantic Division
60 Forsyth Stied Room l OIA 15
,Atlanta, Georgia 30303-8801
I Phone: [phone]
RIGI IT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consuh nts, to conduct investigations of fhe project site: (luring rile course of the appeal process. 'You will be provided a 15 day
notice of anv site investigation. and will have the opportL, to p_iticieate in all silo inv. sti ations.
Date: Telephone number:
Si ,nature of appellant or a e:ne.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division. Emily Hughes,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to. -
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
AdmiaNtrative Appeal Officer, CESAD-PDO, 60 Forsy-th Street, Room 10,M15, Atlanta, Georgia 30303-880I
Phone; [phone]
copy f'untished:
David Scilaetta, Southern Environmental Group Inc5315 South College Road quite F Wiiminaton, NC 28412

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North Carolina
Maine F. Marshall DEPARTMENTOF THE
Secretary ECRE NARY OF TATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: 108 Grace LLC
Limited Liability Company Information
Sosld:
0812032
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
11/9/2005
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent-
Ross, L Allen
Corporate Addresses
Principal Office:
254 N Front Street
Wilmington, NC 28401-5069
Reg Office:
254 N Front Street
Wilmington, NC 28401-5069
Mailing:
PO Box 2555
Wilmington, NC 28402-2555
Reg Mailing:
PO Box 2555
Wilmington, NC 28402-2555
Company Officials
All LLCs are manager -managed pursuant to N.C.G.S. 57D-3-20.
Manager: L Allen Ross
PO Box 2555
Wilmington NC 28402
Manager: Elizabeth Ross
PO Box 2555
Wilmington NC 28402
Account
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Register

- ' SOSID: 0812032
Date Filed: 5/4/2015 5:14:00 PM
Elaine R Marshall
s .�r LIMITED LIABILITY COMPANY ANNUAL R North Carolina Secretary of State
CA2015 071 02363
NAME OF LIMITED LIABILITY COMPANY: 108 Grace LLC
SECRETARY OF STATE ID NUMBER: 0812032
REPORT FOR THE YEAR: 2015
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: L Allen Ross
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS a COUNTY
254 N Front Street
Wilmington, NC 28401-5069 New Hanover
SECTION B: PRINCIPAL OFFICE INFORMATION
STATE OF FORMATION: NC Filing Office Use Only
[] Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
PO Box 2555
Wilmington, NC 28402-2555
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Rental Properties
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE ENTAIL:
4. PRINCIPAL OFFICE STREET ADDRESS 8, COUNTY
254 N Front Street
Wilmington, NC 28401-5069 New Hanover
5. PRINCIPAL OFFICE MAILING ADDRESS
PO Box 2555
Wilmington, NC 28402-2555
SECTION C: COMPANY OFFICIALWORGANIZERS (Enter additional Company Officials/Organizers in Section E)
NAME: I. Allen Ross
TITLE: Manager
ADDRESS:
PO Box 2555
Wilmington, NC 28402
NAME: Elizabeth Ross
TITLE: Manager
ADDRESS:
PO Box 2555
Wilmington, NC 28402
NAME:
TITLE:
ADDRESS:
SECTION D: CE T FXATION OF NNUAL ORT• Section D must be completed in its entirety by a person/business entity.
SIGN RE D E
must be signed by a Company Official izer listed under Section C of this form -
Print or Type Name of Company O idal/Organizer TITLE
B1�ILHIS-ANNUALREPQRT WITH THE REQI TIRED JSING FEE OF $200
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

This certifies that there are no delinquent ad
er 9 1I IIIIIIIIIIIII m5to97712_70-Z014
valorem taxes, fees, assessments or other ��}} 16:09:40.000
liens which the Brunswick County Tax TQO l�1 O Brunswick Count NC Re ister of Deeds Clemmons PROP
y� g page 1 of 2
Collector is charged with collecting, that e a Brenda M. Clemmons Register of Deeds
lien on: Parcel Number 12-10-2014 15:09:40.000 Brunswick County, NC
as notated by the Brunswick County NC REVENUE STAMP: $774.00 (#418237)
Assessor's Office. This is not a certification
that the parcel number matches the deed 1 ass e
description., U
R0� Ifl�
DEC 0 2Dj Ck Cash $�
Date ( t) ax Coi. /Del. Tax Spec.
G fn;ce�Ca§
O��d dad* ' <rf I Clalftht30omlis seats verified by orllIlnat • Y-�
,i70WlWrarWberearoduoedorc Ift
Excise Tax $ 774.00 Return after recordingto4 Solana Theriault & Gross,
Tax Map ID # Prepared by PLLC
PareellD# 02300090 Melissa Go 0 O
BRIEF DESCRIPTION FOR INDEX -> l@ RES +/— LELAND INDUSTRIAL PARK
STATE OF NORTH CAROLINA DATE SPECIAL
COUNTY OF BRUNSWICK 5 December 2014 WARRANTY n F F n
"First Coammaity Bank 108 Grace, LLC (a North Carolina limited
110 J.K. Powell Blvd liability company)
Whiteville, North Carolina 28472
n�} Ad As : P.O. Box 2555
0 �Na Wilmington, NC 28402
---------------- ------ „------------ - ® �-----------------------------------------rant ---
-----------------------------
raptor" "Grantee"
reference herein is made to the GRANTOR and/or the
rncruoe me mascurrne as weir as me feminine.
the singular shall include the plural. the neuter shall
WITNESSETH
FOR VALUABLE CONSIDERATION RECEIVED, receipt of which is hereby acknowledged, the GRANTOR hereby has bargained sold and
conveyed in fee simple unto the GRANTEE all that certain lot or parcel of land the City of _Lelan04 Brunswick County more particularly
described as follows:
EMM
ing all of Lot 1, Phase III, Section 2, Leland Industrial Park (12 acres +/-) as shown
map recorded in Map Cabinet S Page 215, of the Brunswick County Registry, as more
rticularly set forth on Exhibit "A" attached hereto and incorporated by reference.
d being the same property described in Book 3522 at Page 096 of the Brunswick County
gistry. This conveyance is made subject to any easements or restrictive covenants of
cord. 2
0
rf 0 ° 0 � Wn`,�O ° �Q
NO TITLE SEARCH HAS BEEN PERFORMED UNLESS ACCOMPANIED BY SEPARATE INSTRUMENT
m Form available to Members of The BIack.cre Grauo - "Always the Point of Beginning" 1-800-575-1066
. %� (n*N&I n u✓ � �

B3593 PL78 15 09:40.000
� Brenda M. Clemmons PROP
T ©(8 0 {) AERmu"ick County, NC Register of Deeds page 2 of 2
TO HAVE AND TO HOLD this realty and all privileges and appurtenances thereto belonging unto the GRANTEE its heirs, successors and/or
assigns in fee simple.
And the GRANTOR covenants with the GRANTEE that GRANTOR has done nothing to impair such title as the GRANTOR received and GRANTOR
will warrant and defend the title against the lawful claims of all persons claiming by, under or through GRANTOR, except for the following:
This conveyance is made subject to the lien of all 2014 taxes levied by any governmental jurisdiction within Brunswick County, which taxes that have
been estimated and pro -rated between the parties hereto and which the Grantee shalt ay inn(tgoue.
�nn(o a�a
ns@g°
IN WITNESS WHEREOF, the Grantor has duly e)�tit i�'e be on the DATE first above written.
FIRST COMMUNITY BANK . >; J
By: 70&— zo �O 0 5(pa
Robert M. nders , Ice President 0� ° a
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---------------------------------------------------------------------------------------------------------------------------------------------
Seal/Stamp STATE OF Vy--L-, -,
w4 BRANDON GENE ROLI
Notary Public
Commonwealth of Virgi
Reg. #7580053
My Commission Exps. April 30,
COUNTY OF Ta ze wG II
I, . rands IC, *W4 ZE t ROBERT M. ANDERSON, personally
eared before me this an a a is Vice President of the GRANTOR herein and that by
ority duly give l)I SA of this entity Ae signed the foregoing instrument in its name and on its behalf as
its act and deed. Witness my hand and Official Seat on this Date shown.
1
� . Date: ) 21111 �
Public
My Commission Expires: Apr: 1 30- 2 0
The foregoing certificate(s) of
islare certified to be correct. This instrument and this certificate aarre(i
by:
and at the Book and Page shown above.
of Deeds for
Deputy/Assistant Register of Deeds
County
©Form for use only by Lawyer -Members of The li l a c k ac r e Group —"Always the Point of Beginning" 1-800-575-1066
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