SW8160909_Historical File_20160929

PAR/' MOU N
E N G 1 N E E F2 1 N G , 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N , NC 28403
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
To: NCDEQ Date 09.29.16
127 Cardinal Drive Ext.
Wilmington, NC 28403 Re: SW8 160909 (Express)
7245 Market Street
Attn: Christine Hall Project No. 16178.PE
IWe are sending: ® Originals ®Prints ❑ Shop Drawings El Calculations
The following items: El Correspondence ® Plans ❑ Specifications ❑ Other as listed below
Quantity Date Dwg.No. Description
2 C-6.2,Fig-1 Revised Plans(24"x 36")
2 Revised Page 3 of Form SWU-101
2 Revised portions of Stormwater Design and Erosion Control Narrative
2 Infiltration Trench Supplement(1 Original,1 Copy)
2 Infiltration Basin Supplement(1 Original,1 Copy)
1 Comment Response Letter
Issue Status ®For Approval El As Requested El Construction El Bid
['For Your Use El For Review and Comment El Approved as Noted El See Remarks
'Action Taken: El No Exceptions Taken El Make Corrections Noted El Amend&Resubmit
El Rejected-See Remarks El Approved as Submitted El OtherD
'�f
'Remarks: RECEI a EflECELVEfl SEP 2 9 216
SEP Z 9 2616 1)
t3Y:
Cc: Signed:
Daniel J. Fisk, PE

PARAMOUNT
E N G 1 N E E R I N G , 1 N C.
September 28, 2016
Christine Hall— Environmental Engineer
NCDEQ— DEMLR—Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Stormwater Project No. SW8 160909
7245 Market Street
New Hanover County
Dear Ms. Hall:
On behalf of North Wilm Land, LLC, we are submitting a response to your comments dated
September 28, 2016. Please find your comments listed below with our response provided in
bold.
1. 15A NCAC 02H.1008(h): In order to waive the requirement for an offline bypass and
vegetated filter strip for the proposed infiltration trench treating Drainage Area 1, the
system is designed to infiltrate the 10-year, 24-hour storm event without discharging
using one-half the infiltration rate as outlined in Section 16.3.9 of the NC BMP
Manual. The provided documentation shows that the system was designed for a 7-
inch design storm, which is intended to represent the 10-year, 24-hour storm event
based on information from the New Hanover County Storm Water Design Manual.
However, the National Oceanic and Atmospheric Administration (NOAA) is generally
accepted as the industry standard for determining the design storm for a specific
storm event(http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_cont.html?bkmrk=nc).
When the coordinates for this project provided in Section 1.4 of the application are
entered at this website, NOAA reports the 10-year, 24-hour storm event is 7.27
inches. Please re-evaluate the system based on a 7.27-inch design storm or provide
additional justification supporting the selected design storm.
• County or municipality rainfall depths documented in regulated
ordinances, etc. are also an industry standard for determining the
design storm. However, I have rerun the HydrCAD calculations using a
7.27-inch storm. You will notice that I have adjusted the drainage area to
exclude the pervious areas of the street yard that do not flow to the
system. Therefore, I have updated the design method section of the
narrative to reference the NOAA Precipitation Frequency Data Server,
provided the NOAA print out, revised infiltration trench calcs, revised
the infiltration trench supplement, revised page 3 of the application,
revised the drainage area map, and revised the max wsel referenced on
the detail sheet.
2. 15A NCAC 02H.1003(g)(7): EC+EI\FE
SEP 2 9 2016
BY:
1 2 2 CINEMA D R I V E , W I L M I N G T C N , NC 2 8 4 D 3
PH : 1 9 1 D ) 7 9 1 - 6 7 D 7 F A X : ( 9 1 D ) 7 9 1 - 6 7 6 D •

a. The impervious area allocated to Drainage Area 2 is presented inconsistently
in Section IV.10 of the application and the infiltration basin supplement.
Please confirm the amount of built-upon area allocated to Drainage Area 2.
• Page 3 of the application has been updated to consistently show a
26,070 sf impervious area for Drainage Area 2.
b. For the infiltration basin treating the runoff from Drainage Area 2, the surface
area for the selected storage elevation of 46.05 ft is presented as being 4,482
ft2. However, the stage storage table provided in the calculations, lists the
surface area at an elevation of 46 ft as being 4,590 ft2. Please confirm the
storage surface area presented in the supplement and in the calculations.
• The surface area has been revised on the calculations and
supplement to show a 4,646 sf area. The provided volume was
updated to reflect the revised surface area.
3. Due to the relatively minor nature of these comments, the express additional
information review fee has been waived.
• Noted
Thank you for your attention to this matter.
Sincerely,
Daniel J. Fisk, PE
Paramounte Engineering, Inc.
flECEIVE
SEP 2 9 2016 I)
BY:
1 2 2 CINEMA D R I V E , W I L M I N G T O N , NC 2 B 4 0 3
PH : (9 1 O) 7 9 1 - 6 7 0 7 F A X : ( 9 1 O) 79 1 - 6 7 6 O

7245 MARKET STREET
NEW HANOVER COUNTY, NC
STORMWATER DESIGN AND EROSION CONTROL NARRATIVE
Prepared for:
North WILM Land, LLC
846 Bell Fork Rd.
Jacksonville,NC 28540 flEC E I V E
SEP 2 9 2016
Prepared by: BY.
pAR.A.mcpur-rs.TTE
N G 1 N E E 1:z 1 N G I N G.
122 Cinema Drive
Wilmington,NC 28403
NC License Y: C-2846
Project#16178.PE
CARO
September 2016 - . y 4
8EALRevised September 2016 - 5(
l
4 aEL J• 40

7245 MARKET STREET
NEW HANOVER COUNTY, NORTH CAROLINA
Project#16178.PE
Table of Contents
Design Narrative
Proposed Improvements
Design Method
Maintenance
Erosion and Sedimentation Control Specification
Soils Map
Reference Data
USGS Map
Calculations
Soils Report (By Others)
Page

7245 MARKET STREET
NEW HANOVER COUNTY, NORTH CAROLINA
Project#16178.PE
DESIGN NARRATIVE
North WILM Land, LLC is proposing to construct a 4,440 SF restaurant on a 2-acre site at 7245 Market
Street in New Hanover County, NC. The latitude and longitude of the property are 34° 16' 28" N, 77°49'
01" W. The site is bound to the southeast by Market Street (US Highway 17), to the southwest by an
existing commercially developed parcel, and to the northwest by an undeveloped parcel.
The existing site is relatively flat with ground cover consisting of fair woodlands. Soils consist mainly of
Leon sand(Le)(HSG A/D)with a small amount of Seagate Fine Sand (Se) (HSG C)according to the NRCS
soil survey. According to the attached USGS map, the project drains to Pages Creek which has a stream
classification of SA;HQW and is within the White Oak Basin. The site is not within a 1 mile of SA waters
nor 575 feet of HQW.
PROPOSED IMPROVEMENTS
Prior to any construction activities, tree protection will be installed and approved by New Hanover
County Zoning. The applicant is proposing to construct a 4,400 SF restaurant with associated parking, as
well as all necessary utilities. The property is proposed to eventually be subdivided into two lots. At this
time North WILM Land, LLC will own and maintain both parcels and understand that if either parcel is
to be sold that a permit modification will be required to transfer the permit to the new property owner.
Parcel A will comprise the restaurant and associated parking/sidewalk and will ultimately flow to the
proposed [#1] Underground Infiltration System. Parcel B will be regraded for future development and
stormwater runoff will be directed to [#2] Infiltration Basin.
Both the Underground Infiltration System and Infiltration Basin have been designed to meet both
NCDEQ water quality and New Hanover County peak attenuation requirements for their respective
proposed parcels.
Sedimentation and erosion control measures will involve establishing the limits of construction,installing
a temporary construction entrance, silt fence, temporary diversion ditches, a temporary sediment basin
(w/ skimmer), inlet protection, and outlet protection. All calculations are shown on the plans and/or in
the following pages of this narrative.
DESIGN METHOD
Hydrologic calculations have been performed utilizing HydroCAD version 10.0 software which emplays
the USDA SCS Method. The 2-year through 100-year Type-III 24-hour storm rainfall depth (precipitation
data)has been taken from the NOAA Atlas I4Precipitation Frequency Data Server. Curve Number(CN)and
Time of Concentration (TOC) calculations have been performed in accordance with the USDA TR-53
manual,with a minimum TOC of five(5)minutes.
Hydrologic Soil Group Classifications have been taken from the USDA Web Soil Survey.

In order to remove the need for an offline bypass and vegetated filter strip for the underground
infiltration system, the system has been sized to infiltrate the 10-year 24-hour storm at 1 the infiltration
rate reported in the Geotechnical Report as computed utilizing HydroCAD version 10.0 software and the
SCS(TR-55)Method with composite curve numbers.
In order to remove the need for an offline bypass and vegetated filter strip for the infiltration basin, the
basin has been sized to infiltrate 2.3 times the required 1.5-inch runoff volume at the infiltration rate
reported in the Geotechnical Report.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated erosion control
devices.In addition, inspection and any necessary maintenance will be required immediately following
any significant storm event. Any erosion control measure that fails to function as intended shall be
repaired immediately.Upon completion of construction and the establishment of stabilized ground
cover, the property owner shall be responsible for any ongoing site maintenance.
cEIVE
SEP 21 2015
BY:

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART 1 -GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments,
ground surfaces,or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land-disturbing activities, provide
protection covering for disturbed areas. Permanent vegetation shall be established at the
earliest practicable time. Temporary and permanent erosion control measures shall be
coordinated to assure economical, effective, and continuous erosion and sediment control
throughout the construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections—The following Sections contain requirements that relate to this Section:
1. 01011—Existing Underground Utilities
2. 01015—Special Conditions for this Contract
3. 01070—Shop Drawings,Project Data&Samples
4. 02200—Earthwork,Excavation Trenching,and Backfilling
5. 02230—Site Clearing
6. 02240—Dewatering
7. 02485—Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor,conforming to the requirements
of,and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets.Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.

PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2.6 Silt fence shall consist of non-biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3-EXECUTION
3.1 CLEARING
A Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 7 working days after completion of active construction. All slopes shall be planted
within 14 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures.All disturbed areas not
to be paved and left exposed will, within 14 calendar days of completion of any phase of
grading,be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be planted
or otherwise provided with either temporary or permanent ground cover,devices,or structures
sufficient to restrain erosion within 7 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract, a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 7 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 7 calendar days,
the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.

PART 4-CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams,creeks, and ditches where practicable.
PART 5-SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute,mesh,etc.should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes to restrict movement of sediment from the site.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well-pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime—2 ton per acre
b. Nitrogen—100 pounds per acre
c. P2O5—200 pounds per acre
2. Seeding. Disturbed areas along roads and ditches shall be permanently seeded with 10-
20 pounds per acre of centipede during the period from March through September.
Seeding performed during the period from April to August shall be temporarily seeded
with 40 pounds per acre of German Millet. The permanent vegetative cover will be over
seeded at the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.

5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410

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Hydrologic Soil Group—New Hanover County,North Carolina 7245 Market Street
Hydrologic Soil Group
Hydrologic Soil Group—Summary by Map Unit—New Hanover County,North Carolina(NC129)
Map unit symbol Map unit name Rating Acres in AOi Percent of AOI
Le Leon sand ND 2.0 96.7%
Se Seagate fine sand B 0.1 3.3%
Totals for Area of Interest 2.0 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups(A, B, C, and D) and
three dual classes(A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture.These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate(high runoff potential)when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
USDA Natural Resources Web Soil Survey 7/26/2016
r611. Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—New Hanover County,North Carolina 7245 Market Street
Tie-break Rule: Higher
t'Ss)A Natural Resources Web Soil Survey 7/26/2016
Conservation Service National Cooperative Soil Survey Page 4 of 4

REFERENCE DATA

9/28/2016 Precipitation Frequency Data Server
NOAA Atlas 14,Volume 2,Version 3
'. Location name:Wilmington, North Carolina, USA* ,4+7 "..'t
' Latitude:34.2744°, Longitude: -77.8169° 'w; ''\
Elevation:44.95 ft** I
*source:ESRI Maps
- **source:USGS ",+ *''`r
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.BonnIn,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National MatherService,Silver Spring,Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval(years)
Duration
1 2 5 10 25 50 100 200 500 1000
5-min 0.522 0.620 0.725 0.807 0.911 0.989 1.07 1.15 1.25 1.34
(0.486-0.563) (0.577-0.668) (0.674-0.780) (0.747-0.869) (0.840-0.979) (0.908-1.06) (0.977-1.15) (1.04-1.24) (1.13-1.35) (1.19-1.45)
10-min 0.834 0.992 1.16 1.29 1A5 1.58 1.70 1.82 1.99 2.11
(0.777-0.899) (0.923-1.07) (1.08-1.25) (1.20-1.39) (1.34-1.56) (1.45-1.69) (1.55-1.83) (1.65-1.96) (1.78-2.14) (1.88-2.28)
15{nin 1.04 1.25 1A7 1.63 1.84 2.00 2.15 2.30 2.50 2.65
(0.971-1.12) (1.16-1.34) (1.36-1.58) (1.51-1.76) (1.70-1.98) (1.83-2.15) (1.96-2.31) (2.08-2.48) (2.24-2.69) (2.36-2.86)
30-min 1A3 1.72 2.09 2.37 2.73 3.00 3.29 3.58 3.98 4.29
(1.33-1.54) (1.60-1.86) (1.94-2.25) (2.19-2.55) (2.51-2.93) (2.76-3.23) (3.00-3.54) (3.25-3.85) (3.57-4.29) (3.82-4.64)
60-min 1.78 2.16 2.68 3.08 3.63 4.07 4.54 5.02 5.70 6.26
(1.66-1.92) (2.01-2.33) (2.49-2.88) (2.85-3.32) (3.35-3.90) (3.74-4.38) (4.14-4.87) (4.55-5.41) (5.12-6.15) (5.57-6.77)
2-hr 2.10 2.57 3.27 3.85 4.70 5A3 6.21 7.08 8.37 9A7
(1.94-2.30) (2.37-2.81) (3.01-3.57) (3.54-4.21) (4.29-5.12) (4.93-5.91) (5.62-6.77) (6.35-7.70) (7.42-9.12) (8.34-10.4)
3-hr 2.25 2.74 3.51 4.17 5.15 6.01 I 6.96 8.03 9.65 11.1
(2.07-2.47) (2.52-3.00) (3.22-3.84) (3.81-4.56) (4.68-5.62) (5.43-6.56) 1(6.25-7.59) (7.14-8.73) (8.48-10.5) (9.61-12.1)
6-hr 2.79 3A0 4.36 5.19 6A4 7.53 8.76 10.1 12.2 14.1
(2.58-3.07) (3.14-3.74) (4.00-4.79) (4.75-5.69) (5.85-7.04) (6.80-8.23) (7.86-9.56) (8.99-11.1) (10.7-13.4) (12.2-15.4)
12-hr 3.27 3.99 5.14 6.15 7.68 9.05 10.6 12.3 15.0 17A
(2.99-3.62) (3.64-4.40) (4.68-5.68) (5.58-6.78) (6.91-8.45) (8.09-9.92) (9.39-11.6) (10.8-13.5) (13.0-16.5) (14.9-19.1)
24-hr 3.86 - 4.68 6.06 7.27 9.13 10.8 12.7 14.8 18.2 21.1
(3.51-4.30) (4.27-5.23) (5.51-6.76) (6.59-8.10) (8.19-10.2) (9.58-12.0) (11.1-14.1) (12.8-16.5) (15.4-20.3) (17.6-23.8)
2-day 4.58 5.54 7.11 8A7 10.6 12A 14.5 16.8 20A 23.6
(4.18-5.08) (5.06-6.14) (6.48-7.89) (7.69-9.40) (9.49-11.7) (11.0-13.8) (12.7-16.1) (14.6-18.8) (17.3-23.0) (19.7-26.7)
3-day 4.89 5.90 7.52 8.92 11.0 12.9 14.9 17.2 20.8 23.9
(4.47-5.41) (5.40-6.54) (6.86-8.34) (8.11-9.89)1 (9.93-12.2) (11.5-14.3) (13.2-16.6) (15.0-19.3) (17.7-23.4) (20.0-27.0)
4-day 5.20 6.27 7.94 9.37 11.5 13A 15.4 17.7 21.1 24.2
(4.75-5.75) (5.74-6.94) (7.25-8.79) (8.52-10.4) (10.4-12.7) (11.9-14.8) (13.6-17.1) (15.4-19.7) (18.2-23.8) (20.4-27.4)
5.98 7.21 9.06 10.6 12.9 14.8 16.9 19.2 22.5 25A
7-day (5.52-6.54) (6.65-7.88) (8.35-9.91) (9.74-11.6) (11.8-14.1) (13.4-16.2) (15.2-18.5) (17.0-21.1) (19.6-25.0) (21.8-28.3)
10-day 6.76 8.09 10.0 11.7 14.0 16.0 18.1 20.4 23.8 26.6
(6.25-7.35) (7.49-8.81) (9.26-10.9) (10.7-12.7) (12.8-15.3) (14.6-17.4) (16.4-19.8) (18.3-22.4) (21.0-26.3) (23.1-29.7)
20-day 9.05 10.8 13.1 15.1 17.9 20.1 22.6 25.2 28.8 31.8
(8.43-9.76) (10.0-11.6) (12.2-14.2) (14.0-16.3) (16.5-19.3) (18.5-21.8) (20.6-24.5) (22.7-27.4) (25.7-31.6) (28.0-35.2)
30-day 11.1 13.2 1 15.8 18.0 21.0 23.3 25.8 28A 31.9 34.7 _
(10.4-11.9) (12.4-14.1) (14.9-16.9J (16.8-19.2) (19.5-22.4) (21.7-25.0) (23.8-27.7) (•s y 3•• ) . , 3 . )
45-day 13.8 16A 19A 21.9 25.3 28.0 30.8 .. . 40.7
(13.1-14.7) (15.4-17.4) (18.3-20.7) (20.6-23.3) (23.7-27.0) (26.1-29.9) (28.5-32.9) ( p0-36.1) 34.2- 0A)
eill
16.6 19.6 22.9 25.6 29.1 31.9 34.7 7.5 •% 41. .0
60-day (15 7-17 6) (18.5-20.8) (21.6-24.3) (24.1-27.1) (27.4-30.9) (29.9-33.9) (32.3-37.0) (3'r. '-.0.1) (37.8-44.3) (40.2-47.
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS). r
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency
estimates(for a given duration and average recurrence interval)wiN be greater than the upper bound(or less than the lower bound)is 5%.Estimates
at upper bounds are not checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
I Please refer to NOAA Atlas i4 document for more information.
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http://hdsc.nws_noaa.gov/hdsc/prds/pfds_orintpage.html?lat=34.2744&lon=-77.8169&data=depth&units=english&series=pds 1/4

SOSID: 1425439
Date Filed: 1/30/2015 4:28:00 PM
State of North Carolina Elaine F.Marshall
Department of the Secretary of State North Carolina Secretary of State
C2015 029 00869
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to§57D-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: North Wilm Land. LLC
(See Item I of the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows:(State whether
each person is executing these articles of organization in the capacity of a member,organizer or both.
Note: This document must be signed by all persons listed.)
Terrence J. Leifheit,Organizer
101 R Middle Street
Jacksonville,NC 28546
3. The name of the initial registered agent is: Martin M Brennan. Esq
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 13801 Reese Blvd, West.Suite 110
City Huntersville State:NC Zip Code: 28078 County: Mecklenburg
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
City State:NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a. 12(The limited liability company has a principal office.
The principal office telephone number: 910-353-1221
The street address and county of the principal office of the limited liability company is:
Number and Street: 101 B Middle Street
City: Jacksonville State: NC Zip Code: 28546 County: Onslow
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised January 2014) 2 (Form L-01)

The mailing address,if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. ❑The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include(e.g.,the purpose of the entity)
are attached.
Privacy Redaction
8. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at me aaaress provide above at no
cost when a document is filed. The e-mail provided will not be viewable on the website. For more
information on why this service is offered,please see the instructions for this document.
9. These articles will be effective upon filing,unless a future date is specified:
This is the 29 day of January ,20 15 .
Signature
Terrence J.Leifheit,Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item#2 above.
Signature Signature
Type and Print Name and Title Type and Print Name and Title
Signature Signature
Type and Print Name and Title Type and Print Name and Title
NOTES:
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised January 2014) 3 (Form L-0I)

Multiple Member
LLC Operating Agreement.
Manager-Managed
LIMITED LIABILITY COMPANY reive
t)i'1. i.R ING AGREEMENT
OF 2 zo!6
North Wilni Land,I_LC.
A North Carolina Limited Iiability Company
Dated as of June 30, 2016
North 'i.lnt Land, LLC.A North Carolina Limited liability Company
OPERATING AGREEMI7NT
This Operating Agreement(the "Agreement")is made and entered into and effective as of
this 30th day of dune 2016,by and among Terrence J. L i Ieit(hereinafter referred to as
ivkillb r A")and Joseph D. Fazio(hereinafter referred to as "Member B")(hereinafter
referred to collectively as the "Members")and North Wilm Land, LLC, a North Carolina
limited Liability Company(hereinafter referred to as the "I,I.C:").
RECI I'A1,S
A limited liability company named North Wilco Land,LLC,a North Carolina Limited
Liability Company was formed under the laws of the Stale of North Carolina(Hereinafter
referred to its the "LLC").
The Articles of Organization were tiled on January 30.2015 with the North Carolina
Secretary of State(hereinafter referred to as "Articles of Organization").
In consideration of the covenants and the promises made herein, the parties hereby
agree as follows:
SECTION 1: MEIN['IONS
.1.11 "Agreement"means this Limited Liability Company Operating Agreement,as
amended.
1.2 "Articles of Organization" means the Articles of Organization which were filed
on January 30, 2015 with the North Carolina Secretary of State liar'the purpose
of forming this TLC.
1,3. "Code"means the Internal Revenue Code of 1986. as amended.
1.4 "Capital Account" means the amount of a tvlember'S Capital Contribution,as
adjusted, including but not limited to increases due to profits or.
additional contributions and decreases due to losses and distributions.

1.5 "Capital Contribution" means any contributions of tangible valve. including but
not limited to cash.,property, assets.etc.. by a Member to the capital of the 1..1.(•'.
Under no circumstances shall any member be given credit for a capital
contributioii that is based on.a me-mber's expertise.
1.6 "Capital Interest"mans a Member's right to Capital Contributions and any rights
to a return of Capital Contributions.
1.7 "Financial interest"'means a right to share in the profits, losses. incomes,
es.pcuses. or other monetary items and to receive distributions all allocations Jim
the I..I:C but does not include fatty Capital C'ontributions or any rights to a return
of Capital Contributions.
1.8 "1..1..C" means North Wilin Land. [ I..C'. a North Carolina I.invited
Liability Company under the laws of the State of North Carolina.
1.9 "LLC Interest" means an ownership interest in the LLC, which includes the
Financial Interest,the right to vote. the right to participate in management,and
the right to obtain information concerning the I.1.0 and any other rights granted
to a Member under the Articles of Organization or this Agreement.
1.10 "Manager" or "Managers" means the persons) elected, appointed,or otherwise
designated in accordance with this Agreement to manage and operate the LLC.
1.11 "Member" means any person or entity who owns any interest in this LU.', is a
party to this Agreement and is accepted as a member pursuant to this Agreement
but does not.include any person who holds only a Financial Interest as a result
of an involuntary transfer.or assignment ora transfer or assigunient in violation
of this Agreement.
1.12 "Property" means any and all assets. in whole or in part, of the I.C.C. both tangible
and intangible.
1.13 "Statute" means the North Carolina Limited Liability Company Act, as amended.
SECTION FORMATION
i
2.1 Formation(tithe LLC The LLC.was formed pursuant to the laws of'the State of
North Carolina by filing the Articles of Organization with the North
Carolina Secretary of State.
2.2 Name. The name of the LI.0 is"North Wilm Land, 1,1..C." The
Manager shall operate the business of the LI.0 umber such name or use such
other names as the Manager deems necessary provided that such names do not
violate the statute.

2.3 Principal Office. The l.LC's principal place of business will he located at 846
Bell Fork Rd..Jacksonville.ille.NC 28540 or any other location as determined by the
Manager. If the principal office is located outside the state of organisation, and •
the 1IC has one or more business offices in the state of of:at aniration. the
Manager shall tix and designate a principal business office in the stale of
organization. Branch or subordinate office rimy be established at tiny time and at
any place as the 'tlanagers may determine.
2.4 kern The L1.0 will continue to exist until ttmrnlinatctf or dissoiwd in accordance
with its Articles of Organization or this Agreement.
2.5 Business Purpose. The purpose of the !J.C' is to engage in any lawful activities
for which an LLC may be organized under the Stature.
2.6 Registered Agent.The I,LC'`s registered agent will he peony's Jville land.
i.LC or any other person or entity Nv°ith an office in the state of organization as
determined by the Manager.
2.7 Registered Office.The I.1.C"s registered ofiice will be the office orate registered
agent located at 846 Bell fork Rd.. Jacksonville. NC 28340 or any other
location within the state of organization as determined by the Manager.
SECTION 3: MEMBERSHIP
3.1 initial Members. The initial Members of the 1..1.0 are those persons or entities set
forth in this Agreement.
3.2 Additional Members. Additional persons or entities may be admitted to the I.T.0
as Members, and I.I.0 Interests may be issued to those additional Members,if all
of LLC Interests of the current Members consent to the admission of the
additional Members on such terms and conditions as determined by all of LTC
.0
interests of the Members in accordance witli the Articles of Organization and this
Agreement. All new Members must sign a copy of this Agreement and agree to
be bound by the terms of this Agreement.
3.3 Liability to Third Parties. No Member shall be liable liar the debts,obligations.or
liabilities of the I:I.0 to a third party unless the Member agrees in writing to be
liable,
3.4 Authority. No Member has the authority or power to act for or on behalf of to
bind,or to incur any liability on behalf of the I.LC except as provided in this
Agreement
3.5 jWithdrawal
iit dr wal.'ryNo�iMember�n has the right to withdraw from the 1..I.0 as a Member
except as provided to this Agreement. However, a Member has the power to •
withdraw but such withdrawal shall be deemed a breach of this Agreement. if a
Member does exercise such power of withdrawal wal in breach of this Agreement,the
Member shall be liable to the t.LC:and the other Members for all monetary

damages as a result of the breach. including but not limited to direct. indirect,
incidental, and consequential damages. 'the I.I.0 and the other.Members shall not
have the right to prevent the s'ithrdrawiug Member from withdrawing through the
use of an injunction or othcn • i e.
SECTION 4: CAP(1: I. A(C(.)t:NTS
4.1 Initial Cotitdibt t oo . 1 he initial Members ers shall contribute Capital Contributions
to the 1.I..0 equating to 50.0"'n from Member A and 50,0% trc,tn Member 11 and
shall receive the followi+iu I.l.( Interest:
Name: Contribution I..I.0 Interest
11 Terrence 3. Leif-licit 50% 51"
2) Joseph D. Fazio 50% 4trii}
Total contributions are expected to he approximately$10,000;contributions will
be due upon notification from the Manager and due sithin 5 business days of the
date of the notification.
4.2 Additional Contributions. Except as specifically set forth in this Agreement. no
Member shall be required to make any additional Capital Contributions.
4.3 Failure to Contribute. If a Member tails to timely provide a required Capital
Contribution, the 1.1C may take such action as it deems necessary and appropriate
including but not limited to instituting a court proceeding to obtain payment,
reducing the Member's i..i,C Interest based upon the book value of the L.LC'ait the
lime of the required capital contribution.or exercising any other right or remedy
available at law or equity
4.4 Capital Accounts.A Capital Account (Itereinatl:er referred to as "Capital
Account")shall be established and maintained for each Member. Each Member's
Capital Account will be accounted fir separately and will be maintained in
accordance with generally accepted accounting principles. I lowever.a Member
who has more than one I.J.0 Interest shall have only one Capital Account that
reflects all of that Member's I.l..0 Interest.If a Member validly transfers his or
her LLC Interest.the Capital Account of the transferring Member shall carry
over to the transibre'.e Member in accordance with the Code.
4.3 AdjustmentsJo Scapital Accounts,Each Member's Capital Account shall be
adjusted as follows:
(:t) Incirearses. Eaich Member's Capital Account shall be increased by:
)capital contributions olcash and/or property a at:its agreed upon fair
market value:

(2)all items of 1..1..0 income and gain !including income and gain exempt
from tax),
th) Decreases, Each Member`• Capital Account shall he decreased by:
t,I ) distributions of cash and/or property at its agreed upon air
market value:,
t2) all items of l.i..0 deduction and loss !including deductions and
loss exempt iroau tiax).
4.6 Advances by Members. Members ivay, at any dine advance moneys to the LI.C.
An advance is a loan from the Member to the 1..1..0 and shall bear interest at the
prevailing interest rate. An advance is not a Capital Contribution. In the event all
of the Members agree that an advance is required to continue the business of the
I,I.C. Member A and Member B shall contribute 50e.'.°a,each.of said advance. In
the event any Member shall nut contribute their share ot'the advance ithin (tt)
days of the agreement to advance said sum, the nou-advancing Member's share of
ownership can he purchased by the advancing Member based up the book value of
their interest to fund said advance.
4.7 Preemptive Rights,Each Member of the 1.I:C shall he entitled to full preemptive
or preferential rights,as such rights are defined by law. to subscribe for or
purchase his or her proportional part of any additional or future Ilk' Interests
which may he issued by the I.I.C.
4.$ Return of Capital. No Member shall have the right to withdraw or obtain a return
of his or her capital contribution except as provided in this Agreement. The
return of a Member's capital contribution may not he withdrawn in the form of
property other than cash except as provided in this Agreement.
4.9 Personal C utLrtantces for 1„I.,C Wee utims, 'the Members acknowledge that
personal guarantees will he required to obtain loans. if requested, for the
construction and improvements to be constructed cm the property to be acquired
by the LLC. The Manager is directed to attempt to obtain pro rata personal
guarantees based upon the percentage of ownership in the L1.0 as soon as
practical after all improvements have been placed on the property. In the event a
Member, as a result of its personal guarantee. shall he required to pay the
principal or interest°la loan tier the LI.0 and such payment. as a percentage of
the total payments then made on the loan, is in excess of a Member's LLC
Interest,the excess portion of the Member's payment shall be treated as an.
additional Capital Contribution under Section 4.2,and the Member's Capital
Account Shall he adjusted in uceordance with Section 4.5. Additionally. such
Member's LLC Interest shall also be adjusted accordingly,.

SECTION 5: ALLOCATION OF PROFITS ANI) LOSSES AND DISTRIBUTIONS
5.l Determination of Profits and Losses. Profits and losses shall mean net income
and net loss as determined by the hooks and records of the I.I.0 which shall be
kept in accordance with generally accepted accounting principle.
5.2 wj. to ations Except as provided in the Code, all items of income, resena#es.
deductions. [waim and loss shall be allocated pro rata in accordance with
a Member's Contribution percentage.
5.3 Qualified Income Ofisel. Notwithstanding the above,if a Member unexpectedly
receives any adjustments, allocations. or distributions described in Treasury
Regulations § I.704-1(h)(2)(ii d)(4). t5)01.46)or any amendment thereto,or
receives an allocation of loss which produces a negative Capital Account for any
Member while any other Member has a positive Capital Account, then the items
of[,1:C: income shall be specially allocated to such Member that the deficit
Capital Account is eliminated. This paragraph is intended to constitute a
"qualified income offset" within the meaning of treasury Regulation § I.704-
1(b)(2)(ii)(d).
5.4 Minimum Gain C"hargL'hack.. Notwithstanding the above.if there is a net
decrease in LIC minimum gain during a taxable year.each Member shall be
specially allocated, before any other allocation. items of income and gain for such
taxable year (and. if necessary, subsequent years) in proportion to each Member's
share of the net decrease in Li.0 minimum gain as determined in accordance with
Treasury Regulations § 1.704-2(g)(2). This paragraph is intended to comply with
the"minimum gain chargehack"provisions of Treasury Regulations § 1.70 2(It.
5.5 Section 704(c)Allocation, Notwithstanding the above, to the extend that Code
704(e)is applicable to any item of income, gain, Ioss, and deduction with respect
to any property (other than cash)that has been contributed by a Member and
which is required to be allocated to such Member for income tax purposes,the
item shall be allocated to such Member in accordance with Code § 704(e),
5.6 'Distributions. Distribution of[.LC Assets and property shall be made only upon
unanimous agreement of the Members,
SECTION(: MANAGEMENT
6.1 Management, The 1,1.C shall he managed by a Manager who shall be responsible
for the management of the LLC's.business and affairs.
6.2 Place of Member Meeting . Meetings of the Members shall he held at any place
within the United States designated by the Members and stated in the notice of the
meeting. if no place is so specified. Members'meetings shall be held at the
principal office.

6,3 Special Member er Me., s. A special iYlemieg of the Members may he called at
any time by one or more Members holding Intetests wllre:h. in the aggregate.
constitute nut less than forty percent (40%)of the Ilk Interests. A request for a
special meeting of the Members shall be in wilting. specifying die time and place
of the meeting and the general nature of the business proposed to be transacted.
.N he notice shall to delivered accot fatnee with paragraphs 6.4 and 6.5 below.
6.4 Notice of.Meinhers\eetiiigg. ;All lank:es of meetings of Members:drill he suit
or other`vise given in accordance with paragraph 6.5 below and not less than ten
(I Q1 nor more than sixty(60)days before the date of the meeting being noticed.
The notice shall specify the place,date, and hour of the meeting and (a) in the ease
of a special meeting,the general nature of the business to be transacted. or t b) ttl
the case of the annual meeting. those mailers which arc intended to be presented
for action by the Members. If'a meeting or meeting notice contains(i)a contract
or transaction in which a Member has a direct or indirect Financial Interest. (ii)an
amendment of the Articles of Organization.tiii)a reorganirc.ttion of the I.i.C,or
(iv)a voluntary dissolution of the I.I,C. the notice shall state the general nature of
such contract. transaction. amendment or proposed action.
6.5 Manner crl'tiiving Notice; Affidavit u1 Notice. Notice of any meeting,ot.
Members shall be given either personally, by tint class mail. Ihesimile,
telegraphic,or other written eotnrniulication,charges prepaid.addressed to each
Member at the address of each Member appearing on the books of the.l.1.t.'or
more recently given by the Member to the LI.0 for the purpose oh'notice. Notice
shall be deemed to have been given at the time when delivered personally.
deposited in the mail.or sent by facsimile.telegram,or other means of written
communication. If any notice addressed to a Member at the address ol'such
Member appearing on the books of the I.J..0 is returned to the TIC by the United
States Postal Service marked to indicate that the United States lksttal Service is
unable to deliver the notice to the Member at such address,all future notices or
reports shall be deemed to have been duly given without further mailing if the
same shall be available to the Member upon written demand ofthe Member at the
principal office of the T.1..0 for a period of one(I)year from the date of the giving
of such notice. An affidavit of the mailing or other means of giving any notice of
any Members'meeting shall be executed by the Member giving such notice. and
shall be filed and maintained in the books and records ot'the L.L.C.
6.6 Conduce;_ofMdrtrber Meetings. All meetings of the Members shall be presided
over by the chairman of the meeting who shall he designated by a majority of
the Members at the meeting. The chairman of the meeting shall determine the
order of business and the procedures to be followed at the meeting.
6.7 Member Quorum. The presence, in person or by proxy,of the holder( e)of all of
the I_LC Interests shall constitute a quorum at all meetings of the Members-for
the transaction of business.
6.8 Member'Voting. Each Member shall have a number of votes equal to the
percentage of L1,C interest held by such Member.However,sever, if a Member is not

entitled to vote on a specific matter.then such Member's number of votes and
1.1.0 Interest shall not he considered li,r purposes of determining whether a
quorum is present,ore.herther approval by vote of the Members has been
obtained. with respect to such specific matter. An aggregate of tifly-one percent
(.51"..i„)or more of the I_l.t.' Interests shall be required to approve any action,
unless a greater or lesser note is required pursuant to this Apra nieiit or by
Statute.
Any Member entitled to vote on any matter may vote part of the votes in 1hvor of
the proposal and refrain from voting the remaining votes or vote them against the
proposal.but if the memberfails to specify the number of votes such Member is
voting affirmatively. it will be conclusively presumed that the Member's
approving vote is with respect to all votes the Member is entitled to vote.
6,9 Adjourned Member Meeting and Notice Thereof: Any Miember's meeting, annual
or special,regardless ss of whether a quorum is present. may be adjourned from time
to time by the vote of a majority of the LLC Interests represented at such meeting,
either in person or by proxy.but in the absence of a quorum, no other business may
he transacted at such meeting. When any meeting of Members, either annual or
special, is adjourned to another time and place.notice need not be given of the
adjourned meeting if'the time and place thereof are announced at the meeting at
which the adjournment is taken, unless a new record date for the adjourned
meeting is fixed,or unless the adjournment is for more than five(5)days from the
date set for the original meeting, in which ease the Members shall set a new record
date. Notice of any such adjourned meeting, if required,shall he given to each
Member entitled to vote at the adjourned meeting in accordance with paragraphs
6.4 and 6.5 above. At any, adjourned meeting,the LLC may transact any business
which might have been transacted at the original meeting.
6.10 V4'a iver of Notice or Consent by Absent Members. The transactions of any meeting
of Members, either annual or special,however called and nsticed,and whenever
held. shall be as valid as if it had occurred at a meeting duly held after regular call
and notice, if a quorum be present either in person or by proxy.and if, either
before or after the meeting,-each person entitled to vote but not present in person
or by proxy,sips a written waiver of notice, a consent to the holding of the
meeting,or any approval of the minutes thereof. The waiver of notice or consent
shall state either the business to he transacted or the purpose of any annual or
special meeting of Members. All such waivers,consents, and approvals shall be
tiled with the LLC's books and records. Attendance of a person at a meeting shall
constitute a waiver of notice of such meeting, unless such person objects at the
beginning of the meeting.
6.11 Member,Action by Written tten Cpnse tttWithout a Meeting. Any action which may be
taken at an annual or special meeting of Members may be.taken without a meeting
and without prior notice, if consents in writing,setting forth the action so taken.
are signed by Members holding LI.0 Interests representing the;aggregate number
of votes equal to or greater than the minimum number of votes that Neould be
ncccssary.to authorize or take such action at a meeting at which all f..L,C

Interests entitled to vote thereon were present and voted. Alt such consen
be tiled with the L.LC's books and records.
6.12 Proxies., Every Member entitled to vote shalt have the right to do so either 4
person or by one or more agents authorized by a etrittcn proxy signed by the
Member and filed with the l.l.C. A proxy shail he revocable unless the prom '
specifically states t.i,;tt it is irrevocable.
6.13 Voting Trusts, it'arn Member tiles a voting trust agreement with the l.l.(. , the
I.l.t' shall lake.,notice of its terms and trtiatec limitations.
6.14 ivfana : The [.l._C shall be managed by one(I) Manager.until chap„tid by an
amendment to this Agreement, who shall be responsible for the management of
the l..f.C"s business and affairs.The Manager must be aMember-of the l..I_U. The
initial mzrviscr shnr he Member A. Terrence J. Leilheit.
6.15 Election and Term of Office of Managers. Manager shall he elected at the annual
meeting of the Members and will hold office until the next annual Members'
meeting. In voting for the Manager.each Member shall have a number of votes
as determined in paragraph OS above, times the number of Manager positions.
The candidate for each Manager position who receives the most votes shall he
the elected Manager for that position.
Cumulative voting for the election of Managers is permitted if one or more
Members present at the meeting gives notice. before the voting begins. of their
intention to accumulate votes(i.e.. cast for any candidate a number of votes
greater than the number of votes which that Member would normally be entitled
to cast). If anyMember has given such notice. and if the candidates'names have
been placed in nominations,then all Members entitled to vote may.accumulate
their votes, giving any nominated candidate a number of votes equal to the
number of Managers to her elected multiplied by the number of votes to which
that Member is normally entitled,or distributing the cumulative number of votes
among any or all of the candidates. The elected Managers shall be those
candidates(up to the number of Managers positions open for the election)
• receiving the most votes.
6.16 Vacancies.A Manager vacancy shall be deemed to exist if: (a)a Manager dies,
resigns,or is removed by the Members;I h)the Managers,if any,declare a
Manager vacancy: (c)the authorized number of Managers is increased,or(d)if
at a Members'meeting the Members fail to elect the full authorized number of
Managers. However,no reduction of the authorized number of Managers shall
have the effect of removing any Manager prior to the expiration of his or her
term of office.
Vacancies are to he filled by election at a special meeting of the Members in
accordance with Section 6:cifthis Agreement.
6.17 Resignation,-Anv Manager may resign effective.upon the delivery of written
notice to any Member, unless the notice specifies a latter effective date.

(;.t 8 General Manager. lithe Members unanimously-elect more than one Manager, the
Members shall designate one of the Manager;as the General Manager, The
General Manager shall preside at all meetings of the Members. The General
Manager shall have the general powers and duties of management typically Vested
in the office of president of a corporation.and such other powers and elut.ie,s a
may he prescribed by the Members. Designation of more than one manager
require
(i.19 Powers,The Manager has general supervision,direction. and control of the
business of the l.lX, In addition.subject to the provisions ions of the state of
organi ation's law. any limitations in the Articles of Organization and this
Agreement relating to actions requiring approval by the Members,the Manager
may make all decisions and take all actions on behalf of the L,I:C not otherwise
provided for in this Agreement including but not limited to the following:
la) select and remove all employees ol'the LLC: prescribe any powers
and duties for the Officers that are consistent with law, with the
Articles of't rganiration. and with this Agreement;
(h} change the principal business office from one location to another within
Onslow County, North Carolina: qualify the LLC to do business in any
State,territory,dependency,or country: and designate any place within
the United States for the holding of any Members' or Managers"
meetings;
(e) borrow money and incur indebtedness on behalf of the LEA.'.and cause
to he executed and delivered for the LLC's purposes, in the LLC name,
promissory mites. bonds, debentures,deeds oftrust.mortgages, pledges,
hypothecations. and other evidences oi'debt and securities; -
(d) call a meeting annual or special oldie Members at any time
upon notification as set forth in paragraphs 6.4 and 6.5 above:
(e) enter into, make, and.perform contracts and agreements which bind the
LLC.that are necessary and appropriate in the ordinary course of
business of the LI.C:
to
open and maintain bank and investment ant accounts and designate authorised
persons to sign cheeks or drafts or give instructions concerning those
accounts:
(g►)
maintain the assets of the LLC;
• •
collect.sums due and owing to the l.l:C;
tie
pay the debts and obligations of the LLC;
(.it
acquire,use,and dispose of assets during the ordinary enurses Of'hct<,in s-

6,20 limitation on Powers. 1.xecpt by unanimous written agrecinetit of the Members.
a Manager of the L .4:' shall not have the authority to:
• (tip enter into any ag;reetnciit contract. or commitment on hehait of the 1I.C`
which would obligate any Member to fund additional capital,to guarantee
a loan, Or to Increase a Member's personal liability eithei to the 1..L.0 or t o
a third party:
fb1 to bornm or enter into any agreement which shall result in liability+:►t'the
L.LC in c.Cess OrS50,000;
to l materially alter the business of the l..l.:C'.deviate from any approved
business plan of the l.l.0 as set forth in this AL.reenieat. or perform any
action which would make it impossible to carry on the hu iness of the
l._1C;
(d) pert rm any action tlittt is contrary to this Agreement;
(e) place title to any I.1.0 asset or property in the name of a nominee or
sell. lease,pledge, hypothecate.or grant security interest in any 1..1..0
asset or property, except in the ordinary course of business;
(t commingle LLC funds with the funds of any other person or entity:
ill confess a judgment against the l..LC:;
(h) admit any person as a Member.except as otherwise provided in
this Agreement;
fi,l attempt to dissolve the L.1.C.
ti.21 Place:of Manager Meetings. N/A
6.22 Matta er Meeting. immediately following any meeting of Members. the
Manager shall hold a regular meeting for purposes of organization. the election
of Officers, if any.and the transactions of other business. Notice of such meeting
shall not he required.

6.23 Other Regular Meetings. Other regular meetings of the Manager may be held
without call at such time as determined by the Managers. Such regular meetings
may be held without notice.
6.24 Special Manager Meetings. N.•A
6.25 M jgerQuorutn. N/A
6.26 Manager Voting. NIA
6.27 Waiver o Notice. NIA
6.28 Adjournment, A majority of the Managers present. regardless of whether
constituting a quorum. may adjourn any meeting to another time and place.
6.29 Notice of.AdjOgninent Notice cat"the tune and place of holding and ad ourncd
meeting need not be given, unless the meeting is adjourned for more than twenty-
four(24)hours.i.n which case notice of such time and place shall be given, prior
to the time of the adjourned meeting.to the Managers who were not present at the
time of the adjournment.
6.3(1 Action Without Manager Meeting. NIA
6.31 Fees and Compensation of Managers. Manager may receive such compensation,
if any, for their services,and such reimbursement of expenses as may he fixed or
determined by the unanimous consent of the Members. Nothing herein contained

shall be construed to preclude arty Nhuaaager tre+aa serving the 1.1.0 in any other
capacity as an anent,employee.or otherwise, and receiving compensation for
such service upon the same unanimous written consent of the Members.
6.32 L.,iability to Child Partie s. No Manager shall be Iiaible for the debts. obligations. or
liabilities of the I.I..0 to a third party unless the Manager agrees in writi.n to be
liable.
6.33 Standard of Care.: t.ht¢rility_ Each Manager shall ese:reisc Such powers and
otherwise perform such duties in good faith. in the matters such Manager
believes to be in the best interests of the 1.1:C', and %vine such care including
reasonable inquiry. using ordinary prudence. as a person in a like position would
use under similar circumstances. In periistTtting the duties of a Manager, a
Manager shall be entitled to rely on information. opinions. reports, or statements,
including financial statements and other financial data, in which ease prepared or
presented by:
(a) one or more Officers or employees of the l.LC who the Manager believes
to he reliable and competent in the matters presented;
(h) counsel, independent accountants. or other persons as to matters which
the Manager believes to be within such pe:rsoifs prolessional or expert
competence;or
(c) a Committee upon which the Manager does not serve,as to matters within
its designated authority,which Committee the Manager believes to merit
confidence,so long as in any such case, the Manager acts in good faith,
after reasonable inquiry when the need therefore is.indicated by the
circumstances,and without knowledge that would cause such reliance to
be unwarranted.
6.34 Committees.
(aa) Matmger Committees.The Managers may. by resolution adopted by a
majority of the authorized number of Managers,designate one or more
committees,each consisting of one or more Managers, to serve ait the
pleasure of the Managers. The Managers may designate one or
Managers as alternate members Ufany committee.Any such committee.
to the extent provided in the resolution of the Managers,rs, shall have all
the authority ol'the Managers.
(I") Meetings and Actions of Manager Committees. Meetings and actions of
Manager Committees shall be governed by the above paragraphs applicable
to meetings and actions of the Managers as to place of meetings.regular
meetings.special meetings.waiver of notice,quorum,adjournment,notice
of adjournment,and action by written consent without a meeting,with such
changes in the context of those paragraphs as are necessary to substitute the
committee and its members for the Managers,

except that: ti)the lime ot'regular committee meetings may be determined
by either resolution of the Managers or by resolution of the committee:
inittc,:e: (ii
special commit:a:I meetings nmay also be called by resolution of the
Managers;(iii) notice of special committee meetings shall also he given to
all alternate members: and (iv)alternate members shall have the right to
attend all meetings of the committee The Managers anity adopt rules. not
inconsistent with this Agreement. for the governance of Manager
Committees.
SECTION 7: TRANSFER AND ASSIGNMIAT O1: Ll_C IN IERESTS
7.1 t'tansfer or Assignment of Members Interest. Except as otherwise provided in
this Agreement, no Member may transfer andtor assign, in whole or part, his or
her 1.LC Interest at any time. For purposes of this Agreement transfer shall mean
sale, exchange. ,assignment, alienation,disposition, gift: pledge. hypothecation,
encumbrance. or grant of security interest in the t_IC' Interest.
7.: Consent to Transfer_No transfer or assignment of an t.I.0 Interest.or any part
thereof: will be valid without the express written consent of all of the IA.(.7
Interests,excluding the Member proposing to transfer or assign his or her IIC
Interest. If an l.l..0 Interest is transferred or assigned without the consent of all of
the I_LC Interests, the transferee shall lithe no rights in.nor may participate in,
the management or operation of the business and Obits of the I.,I.0 nor have the
right to become a Member of the I.I C Any transfer or assignment of an I IC
Interest without the proper consent shall only aihct a transfer or assignment of
the Member's Financial Interest, and the transferring Member shall still he hound
to the terms of this Agreement. If a transfer or assignment does obtain the require
consent. then the transferee shall he admitted as an additional Member pursuant
to this Agreement.
SECTION K: BOOKS AND RECORDS
8.1 Maintenance of Books and ReRecords. The; I.,1.0 shall establish and maintain
appropriate books and records of the I.LC in accordance with generally ace,a pted
accounting principals. There shall be kept at the principal office of the 1.1.0 and
the registered office of the [IC.' if different.the following l.l..0 documents:
(a) a current list of the name and business or.residence address of each
Member and his or her Capital Contribution and I.l.0 Interest;
(b) a current list of the name and business or residence address of
each Manager.it'tmy; Terrence J. Leiflteit, $( Bell Fork Rd,
Jacksonville, NC_2.8540
(e) a copy of the Articles of Organization and this Agreement and
any amendments thereto:

(d) copies oldie I.LC's federal,state. and local income tax or information
returns, Warty, for the past six fiscal years:
to.) copies of the financial statements of the 1.1_C, Ilion.. for the past six
fiscal years.
to originals or copies of all minutes.knolls by written Consent, consents
to action. and waivers cal notice to Members. Member cotes, actions and
consents; and
tgi any other information required to be maintained by the 11C pursuant
to the state of organizatio»s LTC statute.
8.2 Annual Accounting. Within ninety days after the close of each fiscal year of the
I.I.C. the LLC shall cause to he prepared and submitted to each Member a
balance sheet and income statement for the preceding fiscal year of the I.,I.0(or
portion tlxreof)in conformity with generally accepted accounting principles and
provide to the Members all information necessary for them to complete federal
and state tax returns:
8,3 Inspection and Audit tights. Each Member has the right, upon reasonable
request, for purposes reasonably related to the interest of that Member, to
inspect and copy during normal business hours any of the l.l.0 hooks and
records. Such right may be exercised by the Member or his or her agent or
attorney. Any Member may require a revie4 and%or audit of the books. records,
and reports of the
8.4 Bank Accounts. All funds of the LL.0 shall he deposited in the LIC's name in
such banks as determined.by the Managert.$). All checks. drafts. or other orders
for payment of money.notes, or other evidences of indebtedness. issued in the
name of or payable to the 1.1.0 shall be signed or endorsed by such person or
persons and in such manner as,from time to time,shall be determined by.the
Manager(.).
8.5 Fiscal Year. The LI:C's fiscal year,shall end on December 31.
8.6 Accounting Method. Dear financial reporting purposes, the books and records of
the Ll..0 shall be-kept on,the accrual method of account applied in a consistent
manner and shall reflect all transaction of the L1..C`and be appropriate
and adequate for the purposes of the 1.LC.
SI'CTIO:N 9: TAXATION
9.1 Tax Year. The 11..C.'s taxable year shall end on December 31.
9.2 ILA Matters Partner. A majority of I.I.0 Interests at a meeting of the Members
shall appoint a Tax Matters Partner pursuant to Code*6231 to represent the I.A.C.
The Tait Matters Partner,on behalf of the I.LC.shall oversee the I..I,C tax affairs

in the overall best interests ot'the 1.1.0 and mule all elections for federal income
tax purposes. The fax Matters Partner shall have all necessary federal and state
income and information tax returns prepared and filed on behalf of the 1.I.C. The
determination of the Tax Matters Partner as to adjustments to the financial
reports,books. records. aid returns of the l..l..C. in the absence tit ii.sutt or gross
negligence, shall he final and binding upon the I:EC and all of the Members.
SECTION 10: INDEMNIFICATION
TIONi
10.1 Definitions: Agents.,Proceedings,and Expenses. For the purposes of this
Agreement,"Agent" mc.uis any person mho is or was a Member, Manager.
Officer.employee,or other agent of this 1,1�C: "Proceeding" means any
threatened,pending or completed action or proceeding.whether civil,criminal.
administrative,or investigative: and"expenses"means any and all costs. lies.
and expenses including but not limited to court costs and attorney's fees.
10.2 Actions Oth er Thank`the 1,1.0. The l.l.0 shall indemnitY and Mild harmless any
person or Agent who was or is a party.or is threatened to be made a party.to any
Proceeding(other than action by or in the right of this 1.1..(')by reason of the fact
that such person is or as an Agent ot'this 1,1.C. against expenses.judgments.
lines. settlements. and other amounts actually and reasonably incurred in
connection with such Proceeding, if that person acted in good faith and in a
manner that person reasonably believed to be in the hest interest of this I.l..(',and.
in the case of criminal proceeding,had no reasonable cause to believe his or her
'conduct was unlawful The termination of any Proceeding by judgment. order,
settlement,conviction, or upon a plea of nolu contendere or its equivalent shall
not,of itself,create a presumption that the person did not act in good faith and in
a manner which the person reasonably believed to be in the hest interests of the
LLC or that the person had reasonable cause to believe that his or her conduct
wax unlawful.
10.3 Actions by the LLC.
(a) This I.LC shall indemnitly any person or Agent who was or is a party,or is
threatened to be made a puny. to any threatened. pending.or completed
action by this 1.1,C to procure a judgment in its favor by reason of the
fact that the person is or was an Agent of this 1,1,C,against expenses,
actually and reasonably+ incurred by that person or Agent in connection
with the defense or settlement of that action if that person or Agent acted
in good faith, in a manner that person or Agent believed to be in the best
interests ot'this LLC,and with such care, including reasonable inquiry,as
an ordinary prudent person in a like position would use under similar
circumstances.
(b) No indemnification,however, shall be made under this Section: (i) with
respect to any claim. issue or matter as to which that person or Agent shalt

have radjuctg,ed to he liable to this 1.1..0 in the performance of person's
nrAgoats duty to the 1.1.C. unless the court in which that action was
brought shall d tontine upon application that the person or Agent is fairly
and reasonably entitled to indemnity fcyr the expenses which the court shall
determine: tit)ibr amounts paid in settling or otherwise disposing of a
threatened or pending;action. with or without court approval: or(iii) for
expenses incurred in defending,a threatened or pending action which is
settled or otherwise disposed of without court approval.
10.•3 Sitec ssfttl I.)ef nse by Agent. to the extent that an Agent of this IJ.0 has been
successful on the merits in defense of an Proceeding. the Agent shall he
indemnified against expenses actually and reasonably incurred by the Agent in
connection with the Proceeding.
10.5 Required Approval, Any indemnification under this Beata ion shall be made by the
.1,1.0 only if authorized upon a determination by a majority vote of the L1..0
Interests of Members who were not parties to the proceeding at a duly held
meeting of the Members at which a quorum is present.
10.6 Asiy°an_c .cst i.x en;es,Expenses incurred in defending any Proceeding may he
advanced by the LLC before the final disposition of the Proceeding upon receipt
of an undertaking by or on behalf of the Agent to repay the amount of the
advance unless it shall be determined ultimately that the Agent is entitled to be
indemnified.
10.7 Other Contractual Itiohts. Nothing contained in this Section shall affect any right
to indemnification to which Agents of this LIC or any subsidiary may be entitled
by contract, by vote of the Members.as a matter of law or equity.or otherwise.
10.8 lnsurant.e: The L.,LC may,upon a determination by the Members,purchase and
maintain insurance on behalf ofany Agent of the 1.I,C against any liability which
might be asserted against or incurred by the Agent in such capacity,or which
might arise out of the Agent's status as such,regardless of whether the I.LC
would have the power to indemnify the Agent against that liability.
10.9 Amendment to State of Organizations Laws. In the event that the state of
organizations law regarding indemnification ol'Members, Managers, Directors,
Officers,employees, and other Agents of an Lit,as in effect at the time of
adoption of this Agreement, is subsequently amended to in any way,that increases
the scope of permissible indemnification beyond that set lbrth herein, the
indemnification authorized by this Section shall be deemed to be coextensive
with the maximum afforded by the slate otorganizaiion's law as so amended.

SEC"l ION I t: 1.I.0 CEft fliIC;V1 I.S
Issuance ofl.LC Certificates, Each Memo is I.I.0 Interest shall he represented b}
an LLC Certificate. Upon the execution of this Agreement and the payment of the
Capital Contributions by the Member,the Manager(sI shall have the I-.t_.(.' issue
one or more l_l..0 Certificates in the name of each Member ecrtil'inu that the
named Member is the record holder of the I_I.0 Interests.
11.2 Transfer of I C Certificates, An LLC Interest which is transferred in accordance
with the terms of this Agreement shall be transferable on the hooks of the l.t.. '.
However, the trsansf'er of an LI.C: lntete'st shall not be entered until the previously
issued L1.0 Certificate representing such 11C Interest is surrendered to the [IC
and canceled and a replacement l..I.0 Certificate is issued to the assignee of such
1...If interest.
11.3 lost Stolen.or Destroyed Certificates,The l,1.0 shall issue a new I..1..0
Certificate in place of any 1.A.t. Certificate previously issued if the holder of the
1.1,C Certificate satisfactorily proves that a previously issued LI.,C' Certificate
has been lost. destroyed, or stolen. If a Member fails to notify the 1.I.0 within a
reasonable time after it has notice of the loss.destruction, or theft of an LLC
Certificate.and a transfer of the I.LC Certificate,and a transfer ofthe !IC
Interest represented by the LLC Certificate is registered before receiving such
notification, the 1..I.,C shall haw no liability with respect to any claim against the
LLC for such transfer or for a new IIC Certificate.
Sl-CC I'I()N 12: TFRMINATION AND DISSOLUTION
12.1 Dissolution. The LLC shall be dissolved upon the occurrence of any of the
following events:
(a) the expiration of the period fixed in the Articles of Organization:•
(h) the written consent of all-of the LIS' Interests:
(c) the death, withdrawal.resignation,expulsion.bankruptcy or dissolution
of a Member, or the occurrence of any other e =ent which terminates the
Member's continued membership in the LLC,unless the business of the
[ I.0 is continued by the consent of all of the remaining LI&Interests
within ninety (90)days of the happening of that event.
12? Notice of Winding Up. Upon the occurrence of any of the events specified above,
the LLC shall execute and tile a Notice of Winding Up. if required csith the
Secretarv/J.)epartment of State of the State of North Carolina.
12.3 Conduct of Business.i pon the occurrence of any of the events specified above.a
majority of the Members (excluding those Members who caused the dissolution
event)shall appoint one or more of the Manager(s) to act as liquidator and wind
up all LLC business and affairs. However,the I:1.:C shall continue to exist until

a
Articles of Dissolution have been filed Nvith the Secreta y:Department ot'State of
the State of North Carolina or until a decree dissolving the l.l_.0 has been entered
by a COW of competent,jurisdiction.
12,4 Distribution of Net Proceeds. t'pon the+.' a.°ttrri:nce of any of the events specified
above and the completion of the funding up of 1.1.0 business and.affairs,the
assets of the 1.:1.0 shall he promptlY liquidated and distributed to the following
order:
(a) to the payment of creditors,excluding Members, in the order of priority
as provided by law;
(b) to the payment of loans or advances made by the Members;
(e) to the Members in proportion to their Capital Accounts after
adjustments for all allocations of net profits and net loss.
Where the distribution consists both of cash and non cash assets.,the cash shall
be distributed first, in descending order, to the above categories. With respect to
the noncash assets. which distribution values are to be based on the lair market
value of the noncash asset as determined in good faith by the liquidator,the
liquidator may sell the noncash assets and distribute the cash proceeds or
distribute the assets in kind. in descending order.to the above categories.
12.5 Termination. The I.LC shall be terminated upon the distribution of all assets.
11te Manager(s)shall cause the I.I.0 to tile Articles of Dissolution with the
Secretary of State of the State of North Carolina or take any other actions
necessary to terminate the I.I.C.
SECTION 13: AMI;NT MFN'1'S
13.1 Amendments by Members. This Agreement may be adopted.amended.altered.
or repealed by the vote or written consent of all of the E..L.0 Interests at a meeting
of the Members.
SECTION 1'1Ot 1,: GENERAL PROVISIONS
4.1 Entire Agreement/Modification. This Agreement contains the entire understanding
of the parties with respect to the subject matter of the Agreement.and it
supersedes all prior understandings and agreements, whether written or oral,and
all prior dealings afthe parties with respect to the subject matter hereof. This
!
Agreement. in whale or in part.cannot be changed, modified,t itended,ar
discharged orally and no waiver of compliance with any provision or condition
hereof and no consent provided for herein shall be elTe'etive unless evidenced by
an instrument in writing duly executed by the party against whom enforcement of
any waiver,chance. modification,extension,or discharge is sought.Further,no

consent or wni 'er.express or implied. to or orally breach or default shall
constitute a Consent or waiver to or of an' other breach.
14.2 Partition. Each Member agrees that he or she has no right. and irrevocably waives
any and all such rights. to have the.sets of the 1.t..C° partitioned. or to tile a
complaint.or institute and maintain any proceeding at law or equity to have the
assets of the I.l.0 partitioned.
14.3 Further Actions. Each of the Ntenihers agrees to execute,acknowledge. and
deliver such additional documents. and take such further actions. as may
reasonably be required from time to time to carry out each oft e provisions and
the intent of this Agreement.and every agreement or document relatint hereto, or
entered into in connection herewith.
14.4 Severability. If any provision of this Agreement or the application thereof to Lily,:
person or circumstances shall be invalid or unenforceable to any extent.the
remainder of'this Agreement and the application ot'such provision to other
persons or circumstances shall not be affected thereby and shall be enforced to the
greatest extent permitted by law.
14.5 Successor and Assigns. This Agreement shall be binding upon and inure to the
benefit of the parties and their respective successors. legal representatives,and
assigns. This Agreement may not be assigned by any party without the express
written consent of the other parties.
14.6 Notices. All notices, requests,demands,and other communications made
hereunder shall be in writing and shall he deemed duly given if'delivered or sent
by telex, facsimile. or registered or certified mail., postage prepaid. as follows,or
to such other address or person as the party may designate by notice to the other
party hereunder.
14.7 Attorney's Fees. In the event of any litigation, arbitration or other dispute arising
as a result of or by reason of this Agreement; the prevailing party in any such
litigation,arbitration or other dispute shall be.entitled to, in addition to any
damages assessed,its reasonable attorney's fees,and all other costs and expenses
incurred in connection with settling or resolving such dispute,
14.8 Arbitration.
(a) Broad Arbitration Clause. Any dispute, claim or controversy arising out
•of this operating agreement will be settled by arbitration in Jacksonville,
North Carolina. Such arbitration shall be conducted in accordance with
the rules of North Carolina. The party requesting arbitration shall serve
upon the other party a notice demanding arbitration and a description of
the issue or issues to he arbitrated.Any award issued as a result of the
arbitration may be entered as a final judgment or order in any court of
competent jurisdiction and enforced accordingly. N twith,standing this
provision;the aggrieved parity shall be entitled to injunctive.andior

equitable relief in a court of competent jurisdiction. All costs and
expenses of the arbitration. including reasonable attorney's fees.shall be
allocated among the parties as determined by the arbitrator.
149 Construction. 'throughout this Agreement. the masculine. feminine. or neuter
genders shall he deemed to include the masculine. f itaiitii4a.and neuter and the
singular. the plural. and vice versa. The section headings of this Agreement are
for convenience or reference only and do MA a part hereof and do not in any
way modify, interpret, or construe the intentions of the parties.
14.10 .Execution and C;'p atcrparts. i liis Agreement mac be executed in several
counterparts each of which shall he deemed to be an original.and all such
counterparts when taken together shall constitute on and the same instrument.
14.11 Governing Law_ Ibis Agreement shall be governed by.and interpreted in .
accordance with the laws of the State of North Carolina. The parties hereby agree
that any legal action or proceeding shall he bought in the courts ot'the Slate of
North Carolina. The parties timber agree to submit to the jurisdiction of the State
of North Carolina and consent to the service of process in accordance with
applicable procedures and rules of said jurisdiction.
IN WITNESS WHEREOF, the parties hereto hart caused this Agreement to he
duly executed this 30th day of June.2016.
7 7
• ett J. - -- - Joseph 1?'../1=tr io

tue- c
ibv-
BK: RB 5990 1111113111111111111111
PG: 795-799
RECORDED: 2016024101 Ng-7 C FEE 26 00
08-01-2016 NEW HANOVER COUNTY,NC OF NC
• 02:53:46 PM TAMMY THEUSCH BEASLEY REAL ESTATE
BY:STEPHANIETY PEREZ REGISTER OF DEEDS EXTX$1600.00 DEPU
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax:$1,600.00
Parcel Identifier No.R04400-002-036-000 Verified by County on the day of ,20
By:
Mail/Box to: Grantee
This instrument was prepared by: George E.Hollodick
Brief description for the Index:7245 Market Street,Wilmington
THIS DEED made this 7 fir], day of July,2016,by and between
GRANTOR � GRANTEE
OGDEN HOLDINGS,LLC,a North Carolina limited NORTH WILM LAND;LLC,a North Carolina limited
liability company liability company
1131-B Military Cutoff Road 846 Bell Fork Road
Wilmington,NC 28405 Jacksonville,NC 28540
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include
singular,plural,masculine,feminine or neuter as required by context.
WITNESSETH, Grantor,for a valuable consideration paid by Grantee,the receipt of which is hereby acknowledged,has and by these
presents does grant,bargain,sell and convey unto Grantee in fee simple,all that certain lot,parcel of land situated in New Hanover
County,North Carolina and more particularly described on as follows:
See Exhibit A attached hereto and made a part hereof("Property").
None of the property herein conveyed includes the primary residence of a Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to Grantee in fee
simple.
Grantor covenants with Grantee,that Grantor has done nothing to impair such title as Grantor received,and Grantor will warrant and
defend the title against the lawful claims of all persons claiming by,under or through Grantor,other than those listed on Exhibit B:
SEPARATE SIGNATURE PAGE FOLLOWS
Page 1of4
BTM:640996v1 PREPARED BY/RETURN TO:
THE MACDONALD LAW FIRM,PLLC
1508 MILITARY CUTOFF RD.,STE 102
WILMINGTON,NC 28403

IN WITNESS WHEREOF,Gran.:s duly executed the foregoing as of the day and year first above written.
OGDEN HOLD .,
By: b
Jason D.Swai�7��ra i - ..•:.•
State of North Carolina-County of Nov W n ev cr
I,the undersigned Notary Public of the County of Newl4inover and State aforesaid,certify that Jason D. Swain,
personally came before me this day and acknowledged that he is the Member/Manager of OGDEN HOLDINGS, LLC, a North
Carolina limited liability company,and that by authority duly given and as the act of such entity,he signed the foregoing instrument in
its name on its behalf as its act and deed. Witness my hand and Notarial stamp or seal,this ZVI day of 3 uly,2016.
My Commission Expires: kfr 1% 426, WZA til/[ 41 fi Notary Public
(Affix Seal) Notary's Printed or Typed Name
`y`14`CAs'°c.
0 AR
PUBOG
a=
S.
' 1/77410VIER vv0
•iiiiiPage 2 of 4
BTM:640996v1

EXHIBIT A
Being the Mowing tract and parcel located in New Hanover tmaty,North Carolina:
BEGINNING at an iron pin located in tho western right-often line of Market Sheet (US
Hwy 17)sand imn pin bed the=thug oat of property owned,now m by lay
Patterson and Charlotte Patterson(Book 5707, Page 1134); mince with the ewers line of
Patterson North 50 deg.05 min.30 sea Went 495.01 feet to an ken rod,acid iron rod behrg in
the line of property owned,now or fly,by Coswald,LLC(Book 4883,Page 903k thence
with the line of Coawald the following two(2)ooaetea awl MOM (1)North 42 deg.31 min.
38 nee.East 167.49 feet to an icon rod;sad(2)South 53 deg.21 min.42 sec.Est 477.27 feet to
as hun pin located in the western lino of Market beet;thence with the weaken line of Madzt
boot South 36des 42 min,42 sea West 19U4 feet to tepoint and place ofBI1GJ KING and
Wallace Pared 7245 Market Shed-US Hwy 17"prepared by Peramounte Engineering dated
December 14,2014,Job No. 14400,reference to which is hereby made for a more pattaailar
description.
Page 3 of 4
BTM:640996v1

EXHIBIT B
1.2016 and subsequent years ad valorem taxes;
2.Any easements and restrictions of record;
3. Easement to Tide Water Power Company recorded in Book 278, Page 145, New Hanover County
Registry;
4. Communication Systems Right-of-Way Easement Agreement in favor of American Telephone and
Telegraph Company recorded in Book 1426,Page 25,New Hanover County Registry; and
5.Easement twenty(20)feet in width to AT&T,a portion of which lies along the northwestern line of the
Property as shown on survey by Paramounte Engineering, Inc. entitled "Property Survey Mary L.
Wallace Parcel" dated December 19,2014.
Page 4 of 4
BTM:640996v1

TAMMY THEUSCH New Hanover County w� �r
BEASLEYn
�y `4 r
Register of Deeds < 'I % h
Register of Deeds 4 , . °
Vi n ;'� 11
1\ 1 . I
320 CHESTNUT ST SUITE 102 • WILMINGTON,NORTH CAROLINA 28401 \)
Telephone [phone] • Fax [phone] •'t`'ungio,
. _
011. '1/2c' .T-It ... :".cil:\
I ,PA.1 .-- - .:1-"' \
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f le-, 1
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i ' .. il i :.1.2:". . . .i : Li_l . -
It: l�� ,o co°�,-909
��a,.a��n
r��'Sd.J 'I f;'i' �
State of North Carolina, County of NEW HANOVER
Filed For Registration: 08/01/2016 02:53:46 PM
Book: RB 5990 Page: 795-799
5 PGS $1, 626. 00
Real Property $26.00
Excise Tax $1,600 .00
Recorder: STEPHANIE PEREZ
Document No: 2016024101
DO NOT REMOVE! .
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.

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CALCULATIONS

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Post ( Parcel A)
AP
UG Infiltration c
t
SEP 2 9 2�ti
Witte- _—= i
i
Subcat (Reach 'on• Link Routing Diagram for 16178.PE-7245 Market Street-State UG Infil
L �� Prepared by Pararnounte Engineering, Inc., Printed 9/28/2016
_ HydroCAD®10.00-11 s/n 08877 ©2014 HydroCAD Software Solutions LLC

16178.PE - 7245 Market Street - State UG Infil Type III 24-hr 10-Yr(Type III) Rainfall=7.27"
Prepared by Paramounte Engineering, Inc. Printed 9/28/2016
HydroCAD® 10.00-11 s/n 08877 ©2014 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment 2S: Post (Parcel A)
Runoff = 9.22 cfs @ 12.00 hrs, Volume= 25,045 cf, Depth= 6.20"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type III 24-hr 10-Yr(Type III) Rainfall=7.27"
Area (ac) CN Description
* 0.918 98 Impervious
0.097 39 >75% Grass cover, Good, HSG A
0.097 80 >75% Grass cover, Good, HSG D
1.112 91 Weighted Average
0.194 17.45% Pervious Area
0.918 82.55% Impervious Area
Subcatchment 2S: Post (Parcel A)
Hydrograph
10: © Runoff
g_ Runoff=0.22ofs@12.00hrs
Tye HI 24-hr
8= _ 10-Yr(Type III) Rainfall=7.27"
7- Runoff Area=1.11112 ac
I
w unotf Voiufia=25;045 of
Runoff-.Depth=5.20"
5 tc=0.0 min
iz 4_ 1 GN=9'1
3
_ - •
2= -
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r._ /
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
Time (hours)
SEP 2 9 2015

16178.PE - 7245 Market Street - State UG Infil Type III 24-hr 10-Yr(Type III) Rainfall=7.27"
Prepared by Paramounte Engineering, Inc. Printed 9/28/2016
HydroCAD® 10.00-11 s/n 08877 ©2014 HydroCAD Software Solutions LLC Page 3
Summary for Pond 4P: UG Infiltration
Inflow Area = 48,439 sf, 82.55% Impervious, Inflow Depth = 6.20" for 10-Yr(Type III) event
Inflow = 9.22 cfs @ 12.00 hrs, Volume= 25,045 cf
Outflow = 0.96 cfs @ 12.50 hrs, Volume= 25,045 cf, Atten= 90%, Lag= 30.0 min
Discarded = 0.96 cfs @ 12.50 hrs, Volume= 25,045 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 45.58' @ 12.50 hrs Surf.Area= 10,160 sf Storage= 9,026 cf
Plug-Flow detention time= 80.0 min calculated for 25,041 cf(100% of inflow)
Center-of-Mass det. time= 80.0 min ( 849.7-769.7 )
Volume Invert Avail.Storage Storage Description
#1 43.45' 9,665 cf Stone Bedding (Prismatic)Listed below (Recalc)
25,400 cf Overall - 1,237 cf Embedded = 24,163 cf x 40.0%Voids
#2 44.08' 769 cf 15.0" Round CI. II Perf.15" ADS N-12 Pipe Inside#1
L= 627.0'
1,108 cf Overall - 1.5"Wall Thickness = 769 cf
#3 44.08' 98 cf 8.0" Round ADS 6" Perf N-12 Pipe Inside#1
L= 280.0'
129 cf Overall - 0.6"Wall Thickness = 98 cf
10,532 cf Total Available Storage
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
43.45 10,160 0 0
45.95 10,160 25,400 25,400
Device Routing Invert Outlet Devices
#1 Discarded 43.45' 2.000 in/hr Exfiltration over Surface area
Conductivity to Groundwater Elevation = 41.42'
#2 Primary 45.65' 48.0"W x 12.0" H Vert. Orifice I Box Opening C= 0.600
Discarded OutFlow Max=0.96 cfs @ 12.50 hrs HW=45.58' (Free Discharge)
L1=Exfiltration ( Controls 0.96 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=43.45' (Free Discharge)
L2=Orifice/ Box Opening ( Controls 0.00 cfs)

16178.PE - 7245 Market Street - State UG Infil Type !I! 24-hr 10-Yr(Type III) Rainfall=7.27"
Prepared by Paramounte Engineering, Inc. Printed 9/28/2016
HydroCAD® 10.00-11 s/n 08877 ©2014 HydroCAD Software Solutions LLC Page 4
Pond 4P: UG Infiltration
Hydrograph
1-1 Inflow
,' Inflow Area=48,439 sf a Outflow
10=' ,," Inf ow=,a2z'cfs-@..12.00 hrs ❑ Discarded
9_ • outflow=0.96;cfs @ 12.50 hrs
Riscar,ded=0.96'cfs 012.50 hrs 0 Primary
•
$F.-' ' i - -_.- - _Primarx=0.00 cfs @ 040 hrs
T - I Peak Elev=45.58'
7= - - . Storage=$,026 ci
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SOILS REPORT (BY OTHERS)

LMG
LAND MANAGEMENT GROUP inc.
Environmental Consultants
April 12, 2016
Tim Clinkscales, PE
Paramounte Engineering, Inc.
5911 Oleander Drive, Suite 201
Wilmington,NC 28403
Reference: Stormwater infiltration study for the proposed stormwater BMP areas for the
Ogden Holding Tract, Wilmington,NC.
Tim:
On Tuesday, April 12. 201 Land Management Group, Inc. evaluated the
proposed stormwater basin areas for the Ogden Holding Tract site located at 7425 Market
Street, Wilmington,NC. The purpose of the evaluation was,to describe the soil profile,
quantify the depth to the seasonal high water table (SHWT), quantify infiltration rates for
the project engineer. The site boundary and soil boring locations are shown on the
Google Earth aerial in Figure One.
2.
•
S2 ;
SB 1 •
Soil Boring Locations
•
Figure 1

Appendix A contains the soils map from NRCS. The soil profile descriptions in
Appendix B show all recorded depths from the existing surface. LMG was asked to
provide the infiltration rates for each boring location. The sites were evaluated at a depth
that is 24 inches above the SHWT, where feasible, which is the required separation by
NC DENR DWQ.
The results for the borings are shown in Appendix B. All profiles have
infiltration rates in excess of 0.52 in/hr. Additionally, SHWT are greater than 45 inches
below the soil surface. The official published description and physical and chemical data
for the Leon and Seagate soil series are shown in Appendix C for comparison.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. There is
evidence of redoximorphic features at 45 to 49"in both borings. Table two shows
contemporary SHWT for each boring.
In summary,this site has areas that are proposed for stormwater basin placement.
These areas have soils with contemporary seasonal high water tables from 45 to 49" in
both borings from the soil surface as shown in Table Two. Please do not hesitate to
contact me if you have any questions with this report or if you wish for LMG to perform
any additional site specific studies in accordance with the NC DENR DWQ guidance
memo. If you have any questions about this report or need any additional information I
may be reached at 910-452-0001, 910-620-1137 or at cturner@a,lmgroup.net
Sincerely,
edeol
G. Craig Turner
Vice President
Land Management Group, Inc '' '*'""`
3 805 Wrightsville Ave., Suite 15 r
Wilmington,NC 28403
910-452-0001: Office
910-452-0060: FAX a ;�
910-620-1137: Cell
cturner@ lmgroup.net
N.C. Licensed Soil Scientist,#1091 - -- .
www.lmgroup.net• [e-mail]•Phone: [phone] •Fax: [phone]
3805 Wrightsville Ave.,Suite 15,Wilmington,NC 28403

Appendix A
Test Area Map

p Sod Map—New Hanover CoLnh.North Carolina
i (Ogden Holding Tract)
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igg Naawal Resseeces Web Sod Survey 4/12,2016
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:".'..••• ••••••:. !'-Tract
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ticit41Cantql:nt 44125
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DO Daman sails 1.5 L 232%1
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Appendix B
Soil Profile Descriptions

TABLE TWO: Ogden Holding Tract ,
I _ I t 1_.___M........
E.
BORING* HORIZON: DEPTH COLOR EWTIOWT TEXTURE 1 STRUCTURE CONSISTENCY PLASTICITY PERMEABILITY
Onlhh
r SB 1 Fill 0-15 10 YR 413,5/4 loamy fine sand w,fine,sbk friable f non-plastic 2-3
SB 1 A 15-20 10 YR .,
211 7n loamy fine sand single-grained! friable _ non-plastic 2-3
SB 1 E1 20-24 10YR 4/1 j...— loamy fine sand single-grained friable non-plastic >4
SB 1 E2 24-38 10 YR 712 r loamy fine sand single-grained friable non-plastic >4
SB 1 BW 38-49 10 YR 6/2,5/1 . fine sandy loam w,fine.sbk friable non-plastic 0.75-1,25
mcss to single
SB 1 BH 49-55 10YR 3H 49/>72 loamy fine sand friable non-plastic 1
grained I 0.75-1.25
SB 1 BC 55-72 10 YR 4/2 1 loamy fine sand single-grained friable non-plastic I 1-2
goring ter €dated at 72' '
Physical Water>72"on 04-12-2016 I I
�y
BORING 31 HORIZON: DEPTH (" COLOR EWTIOWT TEXTURE STRUCTURE CONSISTENCY PLASTICITY
I SB 2 F.i 0-9 10 YR 4/3.3/2 loamy fine sand w,fine,sbk friable non-plastic 2-3
SB 2 A 915 10 YR.7/1,4/1 loamy fume sand single-grained friable non-plastic 2-4
-
SB 2 E 15-28 r 10 YR 8/1 loamy fine sand ,single-grained I friable non-plastic >4
i SB 2 BHI 28-34 I _ 7.5 YR 4/3 loamy fine sand single-grained t friable non-plastic 1-2
SB 2 BH2 34-38 10 YR 3/1 loamy fine sand sin le-grained friable i non-plastic 0.75-1.25
SB 2 E' 38-45 10 YR 6/2 loamy fine sand 'Mlle-grained friable non-plastic 2-4
SB 2 _ BH' 45-58 10YR 3/2,2/1 45/72 loamy fine sand single-grained friable non-plastic 0.5-1.0
SB 2 BC 58-72 10YR 4/2 loamy fine sand sinqle-gralned - friable non-plastic ' >2
Boring terminated at 72"
Physical Water.>72"on 04-12-2016 i
7 SHW":<,,.45" -1
i
TABLE THREE
BORING#1 LAT LON
1 134° 16'29.79 77°49' 00.95
2 34°16'31.07 77°49'02. 88

Appendix C
Published Description and Chemical and Physical Properties
Of the Leon and Seagate Soil Series

LOCATION LEON FL+AL GA MD MS NC SC VA
Established Series
Rev. AGH, GWH, DL, JNS; GRB
03/2014
LEON SERIES
The Leon series consists of very deep, very poorly and poorly drained,moderately rapid
to moderately slowly permeable soils on upland flats, depressions, stream terraces and
tidal areas. They formed in sandy marine sediments of the Eastern Gulf Coast Flatwoods
(MLRA 152A),the Atlantic Coast Flatwoods(MLRA 153A)and to a lesser extent in the
Southern Coastal Plain(MLRA 133A) and the North-Central Florida Ridge(MLRA
138).Near the type location,the mean annual temperature is about 68 degrees F., and the
mean annual precipitation is about 65 inches. Slopes range from 0 to 5 percent.
TAXONOMIC CLASS: Sandy, siliceous,thermic Aerie Alaquods
TYPICAL PEDON: Leon sand, in a forested area(Colors are for moist soil).
A--0 to 4 inches; 70 percent black(10YR 2/1) and 30 percent light gray(10YR 7/1) sand;
weak fine granular structure; very friable;many fine, medium,and large roots; many
clean sand grains give a salt-and-pepper appearance; very strongly acid; clear smooth
boundary. (2 to 9 inches thick)
Eg1--4 to 10 inches; gray(10YR 6/1) sand;common medium faint very dark gray(10YR
3/1) streaks and splotches of organic matter accumulations deposited in former root
channels and krotovinas,ranging from about 20 percent in upper part to 0 percent in
lower part; single grain; loose; many fine,medium, and large roots;very strongly acid;
clear wavy boundary.
Eg2--10 to 15 inches; gray(10YR 6/1) sand;20 percent faint light gray(10YR 7/1)oval
splotches of organic matter depletions; single grain; loose; few fine and medium roots;
very strongly acid; abrupt smooth boundary. (Combined thickness of the Eg horizons
range from 2 to 22 inches)
Bh1--15 to 18 inches; 50 percent dark brown(7.5YR 3/3) and 50 percent black(7.5YR
2.5/1) sand; weak medium and coarse subangular blocky structure; firm; common fine
and medium roots; many fine and medium pores; more than 95 percent of sand grains
have organic coatings; extremely acid; clear smooth boundary.
Bh2--18 to 22 inches; dark brown(7.5YR 3/4) sand;weak medium and coarse
subangular blocky structure; firm; few fine and medium roots; common fine and medium
pores; more than 95 percent of sand grains have organic coatings; extremely acid; clear
wavy boundary. (Combined thickness of the Bh horizons ranges from 4 to 50 inches)
Bw and Bh--22 to 25 inches; 80 percent(Bw) dark yellowish brown(10YR 4/4)and 20
percent(Bh)dark brown(10YR 3/3) sand; very weak medium and coarse subangular
blocky structure;very friable; common fine and medium pores; very strongly acid; clear
wavy boundary. (0 to 15 inches thick)

Eg and Bh--25 to 30 inches; 95 percent(Eg) weak red(2.5YR 5/2)and 5 percent(Bh)
dark brown(7.5YR 3/3) sand; single grain; loose; common fine and medium pores; very
strongly acid; diffuse irregular boundary. (0 to 10 inches thick)
E'g--30 to 42 inches;pinkish gray(7.5YR 7/2) sand; single grain; loose;very strongly
acid; clear wavy boundary. (0 to 36 inches thick)
B'h--42 to 77 inches; 50 percent very dark brown(10YR 2/2)and 50 percent dark
yellowish brown(10YR 3/4) sand; weak medium and coarse subangular blocky structure;
friable; common fine and medium pores;very strongly acid; clear wavy boundary. (0 to
50 inches thick)
B'w and B'h--77 to 108 inches; 60 percent(Bw)brown(10YR 4/3), 40 percent Bh of
very dark brown(10YR 2/2)and very dark grayish brown(10YR 3/2) sand; very weak
medium and coarse subangular blocky structure; very friable; common fine and medium
pores;very strongly acid.
TYPE LOCATION: Bay County, Florida.USGS Panama City Beach topographic
quadrangle. Approximately 1.2 miles north of U.S. Highway 98, about 2.7 miles south of
West Bay in Panama City Beach, Florida. SW 1/4, Sec. 20; T. 3 S., R. 15 W. 30 degrees
12.0 minutes 19.9 seconds N.; 85 degrees 46.0 minutes 20.4 seconds W.
RANGE IN CHARACTERISTICS: The Bh horizon is within 30 inches of the soil
surface. Reaction ranges from extremely acid to slightly acid throughout. In tidal areas,
the soil reaction ranges from very strongly acid to moderately alkaline throughout.
The A or Ap horizon has hue of 7.5YR or 10YR,value of 2 to 4, and chroma of 1 or 2; or
is neutral with value of 2 to 4. When dry,this horizon has a salt-and-pepper appearance
due to mixing of organic matter and sand grains. A thin 0 horizon of muck is present in
some pedons. Texture is sand, fine sand,mucky fine sand,or mucky sand.
The E horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 3
to 4; or is neutral with value of 5 to 8. Streaks and splotches of organically enriched
material in shades of black to gray range from common to many. Texture is sand or fine
sand.
The Eg or E'g horizons,where present,have hue of 7.5YR to 2.5Y,value of 4 to 8, and
chroma of 1 to 3. Redoximorphic features of oval faint splotches(depletions)range from
none to many. Streaks and masses of organic matter accumulation(Bh material)in shades
of black to brown range from none to common. Texture is sand or fine sand.
A transitional horizon may be present between the lower E horizon and the Bh 1 horizon.
Where present, it has hue of 10YR or 2.5Y, value of 2 to 5, and chroma of I to 4.
Thickness ranges from 0.5 to 7.0 inches. Texture is sand or fine sand.
The Bh horizon has hue of 5YR to 10YR,value of 2 to 6, and chroma of 1 to 4; or is
neutral with value of 2 to 4. This horizon burns white on ignition. Texture is sand, fine
sand, loamy sand or loamy fine sand.
The Bw horizon, where present,has hue of 5YR to 10YR, value of 2 to 6,and chroma of
1 to 4; or is neutral with value of 1 to 5. Streaks and masses of organic matter

accumulation(Bh material) in shades of black to brown range from none to common.
Texture is sand or fine sand.
B'h, B"h. B"'h horizons, where present, have similar colors and textures as the Bh horizon
but occurs below the BE, E', E" and E"'horizons.
The C horizon, where present,has hue of 7.5YR to 2.5Y, value of 4 to 8,and chroma of 1
to 6. Texture is sand or fine sand.
COMPETING SERIES: The Talquin and Witherbee series are the only known series in
the same family. They are on similar to slightly higher positions. In addition, Talquin
soils have a spodic horizon less than 6 inches in thickness and the somewhat poorly
drained Witherbee soils have less than 0.06 organic carbon in the upper 12 inches of the
spodic horizon.
GEOGRAPHIC SETTING: Leon soils are on upland flats, depressions, stream terraces
and tidal marshes of the lower Atlantic and Gulf Coastal Plain. They formed in thick beds
of acid sandy marine sediments. The climate is humid subtropical. Slopes range from 0 to
5 percent. The average annual temperature ranges from 66 to 70 degrees F., and the
average annual precipitation ranges from 61 to 69 inches at the sample location.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Allanton, Cnaires,
Chipley, Croatan, Dorovan, Foxworth, Hurricane, Kershaw, Kureb, Lakeland, Lynn
Haven. Mandarin,Mascotte.Cr ustee. Ortega.Osier. Pactolus. Pamlico,Panf..ego,
Plummer, Portsmouth, Pottsburg. Res;ita,Ridgeland,Ridgewood, Rutlege, Sapelo.
Scranton, Surrency and Wesconnett series.Allanton, Hurricane and Pottsburg soils have
a spodic horizon at depths greater than 50 inches. In addition,Allanton soils are on lower
positions and have umbric epipedons, Hurricane soils are somewhat poorly drained and
on higher positions and Pottsburg soils are somewhat poorly to poorly drained and on
similar to slightly higher positions. Chaires, Mascotte, Olustee and Sapelo soils are on
similar positions but are underlain by argillic horizons under the Bh horizon. Chipley,
Foxworth,Kershaw, Lakeland,Ortega and Ridgewood soils are on higher positions and
lack spodic horizons. In addition, Chipley and Ridgewood soils are somewhat poorly
drained, Foxworth soils are moderately well drained to excessively drained,Kershaw,
Kureb and Lakeland soils are excessively drained and Ortega soils are moderately well
drained. The very poorly drained Croatan, Dorovan and Pamlico soils are on lower
positions and are organic. Lynn Haven soils are on similar positions but have an umbric
epipedon. The somewhat poorly drained Mandarin soils are on higher positions. Osier
soils are on flood plains and lack spodic horizons. The somewhat poorly to moderately
well drained Pactolus soils are on higher positions and lack spodic horizons. The very
poorly drained Pantego, Pickney, Portsmouth, Rutlege and Surrency soils are on lower
positions and lack spodic horizons. In addition, Pantego, Pickney, Rutlege and Surrency
soils have umbric epipedons. Plummer soils are on similar to lower positions and are
grossarenic. Ridgeland and Wesconnett soils and lack E horizons between the A and Bh
horizons. In addition, Ridgeland soils are on slightly higher positions and are somewhat
poorly drained while Wesconnett soils are in lower depressional areas and are very
poorly drained. The moderately well drained Resota soils are in higher positions and have
weakly expressed spodic horizons. The poorly drained Scranton soils are on similar to
slighter higher positions and lack spodic horizons.

DRAINAGE AND PERMEABILITY: Poorly drained and very poorly drained;
moderate to moderately rapid permeability in the A and E horizons,moderate to
moderately slow permeability in the Bh horizons, and rapidly permeable in the other
layers.
USE AND VEGETATION: Most areas of Leon soils are used for forestry, rangeland
and pasture. Areas with adequate water control are used for cropland and vegetables. The
natural vegetation consists of longleaf pine, slash pine,water oak,myrtle,with a thick
undergrowth of sawpalmetto,running oak, fetterbush and other lyionia,inkberry
(gallberry), wax myrtle, goldenrod, ligustrina, dog fennel, chalky bluestem, lowbush
blueberry, creeping bluestem and pineland threeawn(wiregrass). In depressions, the
vegetation is dominated by brackenfern, smooth sumac and swamp cyrilla are common.
Vegetation in the tidal marshes includes bushy seaoxeye, marshhay cordgrass, seashore
saltgrass, batis, and smooth cordgrass.
DISTRIBUTION AND EXTENT: The Atlantic and Gulf Coastal Plain from
Mississippi,Alabama,Florida, Georgia, South Carolina,North Carolina,Virginia and
Maryland. The series is of large extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO)RESPONSIBLE: Auburn,
Alabama.
SERIES ESTABLISHED: Leon County,Florida; 1905.
REMARKS: Diagnostic horizons and features recognized in this pedon:
Ochric epipedon-the zone from 0 to 15 inches(A,E and Eg horizons).
Albic horizons -the zones from 4 to 15 inches(E and Eg horizons) and from 30 to 42
inches(E'g horizon).
Spodic horizon within 30 inches -the zones from 15 to 22 inches(Bhl and Bh2 horizons)
and from 42 inches to 77 inches (B'h horizon).
Aquic conditions -endosaturation throughout.
The water table is at depths of 6 to 18 inches for 1 to 4 months during most years. In low
flats or sloughs it is at a depth of 0 to 6 for periods of more than 3 weeks during most
years. It is between depths of 18 and 36 inches for 2 to 10 months during most years. It is
below 60 inches during the dry periods of most years. Depressional areas are covered
with standing water for periods of 6 months or more in most years.
Leon soils are in MLRAs 133A, 138, 152A and 153A.
ADDITIONAL DATA: IFAS Soil Characterization Data: S2-1-(1-9), S2-2-(1-8), S3-3-
(1-5), S4-8-(1-9), S10-12-(1-7) S12-17-(1-7), S16-9-(1-7), S19-6-(1-5), S33-24-(1-7),
S37-28-(l-8), S45-27-(1-7), S46-2-(1-6), S57-46-(1-6), S66-24-(1-8); samples by IFAS,
University of Florida, Gainesville,FL.
NSSL Soil Characterization Data: SO8FL-005-1 (1-10); sample by NSSL, Lincoln,NE.

Soil Name Slope Airtemp FrFr/Seas Precip Elevation
LEON 0-5% 65-70F 230-310 60-69 in 8-135 ft
FloodL FloodH Water table Kind Months Bedrock
F10051 NONE 0.5-1.5 APPARENT MAR-SEP 60-60
FL0093 NONE 0 -0.5 APPARENT FEB-SEP 60-60
FL0406 RARE COMMON 0 - 1.0 APPARENT MAR-SEP 60-60
FLO501 NONE -APPARENT- 60-60
FL0508 FREQ 0 - 0.5 APPARENT JAN-DEC 60-60
Depth Texture 3-Inch No-10 Clay% -CEC-
FL0051 0- 3 S FS 0- 0 100-100 1- 5 2 - 12
FL0051 3-15 S FS 0- 0 100-100 0- 3 .3- 1
FL0051 15-30 S FS LS 0-0 100-100 2- 8 8 - 30
FL0051 30-66 S FS 0- 0 100-100 1-4 .5- 3
FL0051 66-80 0-0 100-100 2- 8 8 -30
FL0093 0-4 MK-S MK-FS 0- 0 100-100 1- 6 12 - 30
FL0093 0-4 S FS 0- 0 100-100 1- 5 2 - 12
FL0093 4-16 S FS 0- 0 100-100 0-3 .3- 1
FL0093 16-25 S FS LS 0- 0 100-100 2- 8 8 - 30
FL0093 25-80 S FS 0- 0 100-100 1-4 .5- 3
FL0406 0- 3 FS S 0- 0 100-100 1- 5 2 - 12
FL0406 0- 31K-FS MK-S 0-0 100-100 1-6 12 - 30
FL0406 3-15 FS S 0- 0 100-100 0-3 .3-1
FL0406 15-23 FS S LS 0- 0 100-100 2- 8 8 - 30
FL0406 23-80 FS S 0-0 100-100 1-4 .5-3
Depth Texture 3-Inch No-10 Clay% CEC
FLO501 0- 3 MUCK 0-0 90-200 --- ---
FLO501 3-17 S FS 0-0 100-100 0- 3 .3-2
FLO501 17-80 S FS LFS 0- 0 100-100 2- 8 8.0- 30
FLO508 0-26 S FS 0- 0 100-100 1-3 1.0- 12
FL0508 26-40 S FS 0- 0 100-100 2- 8 12 - 30
FL0508 40-80 S FS 0- 0 100-100 2-10 .5- 3
SOI-5 Depth pH O.M. Salin Permeab Shnk-Swll
FL0051 0- 3 3.6- 6.5 0.5-4.0 0-2 6.0-20 LOW
FL0051 3-15 3.6- 6.5 0.0-0.5 0-2 6.0-20 LOW
FL0051 15-30 3.6- 6.5 2.0-4.0 0-2 0.6- 6.0 LOW
FL0051 30-66 3.6- 6.5 0.0-0.5 0- 2 2.0-20 LOW
FL0051 66-80 3.6- 6.5 1.0-3.0 0-2 0.2- 2.0 LOW
FL0093 0-4 3.6- 6.5 10-20 0-2 6.0-20 LOW
FL0093 0-4 3.6- 6.5 2.-5. 0-2 6.0-20 LOW
FL0093 4-16 3.6- 6.5 0.- .5 0-2 6.0- 20 LOW
FL0093 16-25 3.6-6.5 1.-4. 0-2 0.6- 6.0 LOW
FL0093 25-80 3.6- 6.5 0.- .5 0-2 2.0-20 LOW

FL0406 0-3 3.6- 5.5 0.5-4. 0-2 6.0-20 LOW
FL0406 0-3 3.6-5.5 10-20 0-2 6.0-20 LOW
FL0406 3-15 3.6-5.5 0.- .5 0-2 6.0-20 LOW
FL0406 15-23 3.6-5.5 1.4. 0-2 0.6-6.0 LOW
FL0406 23-80 3.6-5.5 0.- .5 0-2 0.6-20 LOW
FL0501 0-3 3.6- 5.5 20-80 0-2 6.0-20 LOW
FL0501 3-17 3.6- 5.5 0.-.5 0-2 6.0-20 LOW
FL0501 17-80 3.6- 5.5 1.-4. 0-2 0.6-6.0 LOW
FL0508 0-26 4.5- 8.4 1.-3. 8-16 2.0- 6.0 LOW
FL0508 26-40 4.5-8.4 1.-4. 8-16 0.6-6.0 LOW
FL0508 40-80 4.5- 8.4 0.-.5 2- 8 0.6- 6.0 LOW
National Cooperative Soil Survey
U.S.A.

LOCATION SEAGATE NC+SC VA
Established Series
RAG/Rev. JAK
02/2008
SEAGATE SERIES
MLRA(s): 153A-Atlantic Coast Flatwoods, 153B-Tidewater Area
Depth Class: Very deep
Drainage Class(Agricultural): Moderately well drained or somewhat poorly drained
Internal Free Water Occurrence: Moderately deep, persistent
Flooding Frequency and Duration: None
Ponding Frequency and Duration:None
Slowest Saturated Hydraulic Conductivity: Moderately high(4.23 to 10.00 micrometers
per second)
Landscape: Lower Coastal plain
Landform: Marine terraces, flats, flatwoods
Geomorphic Component: Talfs and dips
Hillslope Profile Position: Not assigned
Parent Material: Sandy and loamy marine deposits
Slope: 0 to 3 percent
Elevation(type location): 7.6 meters (about 25 feet)
Frost Free Period (type location): 217 days
Mean Annual Air Temperature(type location): 17.2 degrees C. (about 63 degrees F.)
Mean Annual Precipitation(type location): 1350 millimeters(about 53 inches)
TAXONOMIC CLASS: Sandy over loamy, siliceous, active,thermic Typic
Haplohumods
TYPICAL PEDON: Seagate fine sand, cultivated. (Colors are for moist soil unless
otherwise stated.)
Ap--0 to 20 centimeters(about 0 to 8 inches);dark gray(10YR 4/1)fine sand; single
grained; loose; many fine roots;many clean sand grains; slightly acid; abrupt smooth
boundary. (8 to 20 centimeters thick, about 3 to 8 inches thick)
E--20 to 30 centimeters (about 8 to 12 inches); light gray (10YR 7/1)fine sand; single
grained; loose; few medium roots; moderately acid; clear wavy boundary. (0 to 30
centimeters thick, about 0 to 12 inches)
Bh--30 to 58 centimeters (about 12 to 23 inches); dark brown(7.5YR 3/2) fine sand;
massive; friable; many weakly cemented nodules; many sand grains coated with organic
matter; few clean sand grains; strongly acid; abrupt irregular boundary. (5 to 65
centimeters thick, about 2 to 25 inches)
BE--58 to 71 centimeters (about 23 to 28 inches); brown(10YR 5/3) fine sand; single
grained; loose; few fine weakly cemented concretions;many sand grains coated with
organic matter; common clean sand grains; strongly acid; clear wavy boundary. (0 to 25
centimeters thick,about 0 to 10inches)

E'--71 to 91 centimeters (about 28 to 36 inches); light gray(IOYR 7/2)fine sand; single
grained; loose; few fine and medium brown(10YR 5/3) concretions; moderately acid;
clear smooth boundary. (0 to 25 centimeters thick, about 0 to 10 inches)
Bt--91 to 102 centimeters (about 36 to 40 inches); brownish yellow(10YR 6/6) sandy
loam; weak medium subangular blocky structure; friable; many medium distinct light
gray(10YR 7/2)iron depletions; sand grains are coated and bridged with clay; few faint
discontinuous clay films on faces of peds; strongly acid; clear wavy boundary(0 to 20
centimeters thick, about 0 to 8 inches)
Btg--102 to 200 centimeters (about 40 to 78 inches); light gray(10YR 7/1)clay loam;
weak medium subangular blocky structure; firm;plastic; sticky; very strongly acid. (12 to
100 centimeters thick, about 5 to 40 inches)
TYPE LOCATION: New Hanover County,North Carolina; 0.4 mile north of junction
of North Carolina Highway 132 and U.S. Highway 421, 300 yards west of U.S. Highway
421, 20 feet north of field road;USGS Wilmington,NC topographic quadrangle; lat. 34
degrees 08 minutes 33 seconds N. and long. 77 degrees 53 minutes 50 seconds W.,NAD
83.
RANGE IN CHARACTERISTICS:
Depth to top of spodic horizon: 25 to 50 centimeters(about 10 to 20 inches)
Depth to loamy horizons: Greater than 50 centimeters (about 20 inches)
Depth to bedrock: Greater than 200 centimeters(about 78 inches)
Depth to seasonal high water table: 50 to 75 centimeters (about 20 to 30 inches),
November to April (originally, 1.5 to 2.5 feet)
Thickness of the A and B horizons: 90 to more than 150 centimeters (about 36 to more
than 60 inches)
(Effective)Cation Exchange Capacity: 1 to 5 milliequivalents per 100 grams of soil in the
A horizon; 1 to 2 in E horizon; 2 to 7 in the Bh horizon, and 4 to 8 in the Bt horizon
Shrink-swell potential: Low
Organic matter content: 0.0 to 0.5 percent in the A and E horizon; 0.5 to 2.0 in the Bh
horizon; and 0.0 to 0.2 in the Bt and C horizon
Soil Reaction: Extremely acid(3.5)to moderately acid(6.0),unless limed
Other Soil Features: The Bh horizon contains 0 to 50 percent,by volume extremely
weakly to moderately cemented nodules
RANGE OF INDIVIDUAL HORIZONS:
Ap or A horizon:
Color--hue of 10YR or 2.5Y, value of 3 to 6,chroma of 1 to 3
Texture--sand or fine sand
Clay content: 0 to 3 percent
E horizon(where present):
Color--hue of 10YR to 5Y,value of 5 to 8, and chroma of 1 to 3, or is neutral with value
of 5 to 8
Texture--sand or fine sand
Clay content: 0 to 3 percent

Bh horizon:
Color--hue of 5YR to 10YR,value of 2 to 5, chroma of 1 to 4
Texture--sand, fine sand, or loamy fine sand
Special Features--This horizon is friable to firm,most sand grains are coated with organic
materials; clean sand grains range from few to common.
Clay content: 1 to 5 percent
E'horizon(where present):
Color--hue of 10YR or 2.5Y,value of 5 to 7, chroma of 1 to 4
Texture--sand or fine sand
Redoximorphic features(where present)--iron depletions in shades of brown, yellow, or
gray and masses of oxidized iron in shades of red, yellow, or brown
Clay content: 1 to 3 percent
Bt horizon(where present):
Color--hue of 10YR or 2.5Y,value of 5 to 7,chroma of 3 to 8
Texture--sandy loam or sandy clay loam
Redoximorphic features(where present)--iron depletions in shades of brown,yellow, or
gray and masses of oxidized iron in shades of red, yellow, or brown
Clay content: 10 to 35 percent
Btg horizon:
Color--hue of 10YR to 5Y, value of 5 to 7, and chroma of 1 or 2, or is neutral with value
of 4 to 8
Texture--sandy clay loam or clay loam
Clay content: 10 to 35 percent
Redoximorphic features (where present)--iron depletions in shades of brown,yellow, or
gray and masses of oxidized iron in shades of red, yellow,or brown
COMPETING SERIES: None
GEOGRAPHIC SETTING:
Landscape: Lower Coastal plain
Landform: Marine terraces, flats, flatwoods
Geomorphic Component: Talfs and dips
Hillslope Profile Position:Not assigned
Parent Material: Sandy and loamy marine deposits
Slope: 0 to 3 percent
Elevation(type location): 7.6 meters (about 25 feet)
Frost Free Period: 190 to 240 days
Mean Annual Air Temperature (type location): 14.4 to 18.3 degrees C. (about 58 to 65
degrees F.)
Mean Annual Precipitation(type location): 1015 to 1475 millimeters(about 40 to 58
inches)
GEOGRAPHICALLY ASSOCIATED SOILS:
Baymeade soils--do not have a continuous spodic horizon; on higher parts of the
landscape
Kureb soils--do not have a continuous spodic horizon and have less than 5 percent fines
to a depth of 2 meters; on higher parts of the landscape
Leon soils--are poorly or very poorly drained, on lower parts of the landscape

f
Lynn Haven soils--do not have an underlying argillic horizon and are poorer drained, on
lower parts of the landscape
Mascotte soils--are poorly or very poorly drained, on lower parts of the landscape
Murville soils--do not have an underlying argillic horizon and are very poorly drained, on
lower parts of the landscape
Olustee soils--are poorly drained, on lower parts of the landscape
Onslow soils--have thinner sandy surface layers
Ridgeland soils--do not have underlying loamy B horizons
DRAINAGE AND PERMEABILITY:
Drainage Class (Agricultural): Moderately well drained or somewhat poorly drained
Internal Free Water Occurrence: Moderately deep, persistent
Flooding Frequency and Duration:None
Ponding Frequency and Duration:None
Slowest Saturated Hydraulic Conductivity: Moderately high(4.23 to 10.00 micrometers
per second)
USE AND VEGETATION:
Major uses: Woodland or urban development
Dominant vegetation: Where cultivated--corn, soybeans, peanuts, and blueberries Where
wooded--turkey oak,post oak,red oak, longleaf pine, and loblolly pine. Some native
understory plants are wax myrtle,pineland threeawn,bushy beard grass, little bluestem,
bitter gallberry,large gallberry, and dwarf huckleberry
DISTRIBUTION AND EXTENT:
Distribution:North Carolina and possibly South Carolina, Georgia, and Florida. Extent:
Moderate, about 15,000 acres.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: New Hanover County,North Carolina; 1974.
REMARKS: 08/1985. The classification of the Seagate series is revised to comply with
the addition of Cation-exchange activity classes in Soil Taxonomy.
02/2008. Seagate soils typically do not have sufficient organic carbon content in the
spodic horizon for classification in the Humod suborder. Additional information is
needed to determine the correct taxonomic placement. The most likely classification is
Oxyaquic Alorthods; however,the Alorthods great group is being studied and major
revision is anticipated. Seagate soils will remain as historically classified until a future
investigation can be completed.
Diagnostic horizons and soil characteristics recognized in this pedon:
Ochric epipedon--the zone from the surface to a depth of 30 centimeters(Ap and E
horizons)
Albic horizon--the zone from 20 to 30 centimeters (E horizon)
Spodic horizon--the zone between depths of 30 and 58 centimeters (Bh horizon)
Argillic horizon--the zone between depths of 71 to 168 centimeters (Bt and Btg horizons)
Series control section--the zone from 0 to 200 centimeters
ADDITIONAL DATA: N.C. State University Soils Department Laboratory Data.

r
National Cooperative Soil Survey
U.S.A.

Hall, Christine
From: Dan Fisk <[e-mail]>
Sent: Thursday, September 29, 2016 1:55 PM
To: Hall, Christine
Subject: RE: request for additional info - 7245 Market St, SW8 160909
Attachments: SWU-101-Application - Sheet 3 Rev 2016.09.29.pdf
Thanks—attached is the revised sheet 3. Let me know if I missed anything.
Thanks again,
Daniel J. Fisk, PE
PARAMOUf' TE ENGINEERING, INC.
122 Cinema Drive
Wilmington, NC 28403
910-791-6707(P)
910-791-6760(F)
[e-mail]
www.paramounte-eng.com
**PLEASE NOTE OUR NEW OFFICE ADDRESS**
From: Hall, Christine [mailto:[e-mail]]
Sent:Thursday, September 29, 2016 1:24 PM
To: Dan Fisk<[e-mail]>
Subject: RE: request for additional info-7245 Market St,SW8 160909
I don't mind if you want to e-mail me the updated sheet and I can print off the 2 copies.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
ch ristine.hall(7a.ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to she
North Carolina Public Records L as a nd may be disclosed to third parties.
—
From: Dan Fisk [mailto:[e-mail]]
Sent:Thursday, September 29, 2016 1:22 PM
1

To: Hall,Christine<Christine.Hall(a ncdenr.gov>
Subject: RE: request for additional info-7245 Market St, SW8 160909
Christine
Yes—I apologize, I completely forgot about that. I will make that revision and have two copies of the sheet dropped off.
Thanks,
Daniel J. Fisk, PE
PARAMOUNTE ENGINEERING, INC.
122 Cinema Drive
Wilmington, NC 28403
910-791-6707 (P)
910-791-6760(F)
[e-mail]
www.pa ra mo u me-e ng.com
**PLEASE NOTE OUR NEW OFFICE ADDRESS**
From: Hall, Christine [mailto:[e-mail]]
Sent:Thursday,September 29, 2016 1:18 PM
To: Dan Fisk<[e-mail]>
Subject: RE: request for additional info-7245 Market St,SW8 160909
Dan,
I'm taking a look at the revised items dropped off today and noticed that the handwritten edits made to Section IV.1 of
the application during the submittal meeting didn't make it to the revised sheet. Can you please update this section of
the revised application to reflect the proposed stormwater treatment?
Thanks,
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hallcc ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
IC ""`No1r if ig Compares - ..
Email corres pon i3nce to and from this address is subject to The
Nonh Carolina Public Records Lew and may he disclosed to third parties.
From: Flail, Christine
Sent: Wednesday, September 28, 2016 11:59 AM
z

To: 'Dan Fisk'<[e-mail]>; '[e-mail]' <tclinkscales@paramounte-
eng.com>; '[e-mail]'<[e-mail]>
Cc:Weaver, Cameron<[e-mail]>
Subject: request for additional info-7245 Market St,SW8 160909
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. There are just a few minor items that
need to be confirmed.
Thanks,
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall aC�ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
--"Nothu}g Co ' pares -
Email cortespondeme to and from this edc: ss is nbject o the
North Crrolina Public l'ccorris;Law and may he di c osea is third pa t cs.
3

PAT McCRORY
r, Governor
DONALD R. VAN DER. VAART
Secretary
Energy,Mineral& TRACY DAVIS
Land Resources Dare r
ENVIRONMENTAL QUALITY
September 28,2016 Y%"1.
Mr.Terrence Leifheit,Manager
North Wilm Land,LLC
846 Bell Ford Rd.
Jacksonville,NC 28540
Subject: Request for Additional Information
Stormwater Project No. SW8 160909
7245 Market Street
New Hanover County
Dear Mr. Leifheit:
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for 7245 Market Street on September 21,2016. A preliminary in-depth review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. 15A NCAC 02H.1008(h): In order to waive the requirement for an offline bypass and vegetated
filter strip for the proposed infiltration trench treating Drainage Area 1,the system is designed to
infiltrate the 10-year,24-hour storm event without discharging using one-half the infiltration rate
as outlined in Section 16.3.9 of the NC BMP Manual. The provided documentation shows that
the system was designed for a 7-inch design storm,which is intended to represent the 10-year,24-
hour storm event based on information from the New Hanover County Storm Water Design
Manual. However,the National Oceanic and Atmospheric Administration(NOAA)is generally
accepted as the industry standard for determining the design storm for a specific storm event
(http://hdsc.nws.noaa.gov/hdsc/pfds/pfds map_cont.htanl?bkmrk=nc). When the coordinates for
this project provided in Section I.4 of the application are entered at this website,NOAA reports
the 10-year,24-hour storm event is 7.27 inches. Please re-evaluate the system based on a 7.27-
inch design storm or provide additional justification supporting the selected design storm.
2. 15A NCAC 02H.1003(g)(7):
1,/a. The impervious area allocated to Drainage Area 2 is presented inconsistently in Section
IV.10 of the application and the infiltration basin supplement. Please confirm the amount
of built-upon area allocated to Drainage Area 2.
b. For the infiltration basin treating the runoff from Drainage Area 2,the surface area for the
selected storage elevation of 46.05 ft is presented as being 4,482 ft2. However,the stage
storage table provided in the calculations, lists the surface area at an elevation of 46 ft as
being 4,590 ft2. Please confirm the storage surface area presented in the supplement and
in the calculations.
3. Due to the relatively minor nature of these comments,the express additional information review
fee has been waived.
Please keep in mind that changing one number may change other numbers and require the calculations,
supplements, and other supporting documentation to be updated. Verify all numbers are correct to ensure
consistency in the application documents.
State of North Carolina: I Environmental Quality I Energy,Mineral and L.ndResour:es
Wilmington Regional Office 1127 Cardinal Drive Extension j Wilmin9ton.NC 2•9405
910 796 7213

State Stormwater Permit No. SW8 160909
Page 2 of 2
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to October 6, 2016, or the application will be
returned as incomplete. If the project is returned and you wish to re-submit to the Express Program,you
will need to reschedule the project through the Express Coordinator for the next available review date and
will need to resubmit all of the required items at that time, including the application fee.
If you need additional time to submit the information,please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information,which shall be no later than 5
business days past the original due date.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as"Express"and reference the project name and State assigned
project number on all correspondence. If you have any questions concerning this matter,please feel free
to call me at(910) 796-7215 or email me at [e-mail].
Sincerely,
Christine Hall
Environmental Engineer
GDS/canh: \\\Stormwater\Permits&Projects\2016\160909 HD\2016 09 addinfo 160909
cc: Tim Clinkscales, Paramounte Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Qu. Ity(Ensrnv.Mineral and Land Re,;urces
Wilmington Regional Office 1127 Cardinal Drive Extens`an W:'•:rnington,NC:',S405
910 796 7215

Hall, Christine
From: Hall, Christine
Sent: Wednesday, September 28, 2016 11:59 AM
To: 'Dan Fisk'; '[e-mail]'; '[e-mail]'
Cc: Weaver, Cameron
Subject: request for additional info - 7245 Market St, SW8 160909
Attachments: 2016.09 addinfo 160909.pdf
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. There are just a few minor items that
need to be confirmed.
Thanks,
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
0
Emil C1r;esroonde„c:;to and from this add:i ss is soilf ct to liliF
North '.`�Records ;
'� �' Caroline Pelj`r, (.�.: ir1 +F._:fi-`_i f'F"?'.•j!be GJ •'rJ, L'd(ii(';'l.rG i]uT''tri.
1

PARAMOUNTE
1 2 2 CINEMA DRIVE
W I L M I N G T O N , NC 28403
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
To: NCDEQ Date 09.21.16
127 Cardinal Drive Ext.
Wilmington, NC 28403 Re: 7245 Market Street
Express
Attu: Christine Hall Project No. 16178.PE
IWe are sending: ® Originals // Prints ❑ Shop Drawings ❑ Calculations
The following items: ❑ Correspondence ® Plans ❑ Specifications ❑Other as listed below
Quantity Date Dwg.No. Description
2 Revised C-1.0 (Added wetland note)
1 Form SWU-101—Original
2 Revised Stormwater Design and Erosion Control Narrative(First 4
Sheets—added language as discussed for subdivision)
1 O&M(Storm EZ)—Original
Issue Status: For Approval ❑As Requested ❑ Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑ See Remarks
Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks El Approved as Submitted ❑ Other
marks: flECEIVEj'
SEP 2 1 2016
BY:_
Cc: Signed: .
Daniel J. Fisk, PE CEIVED
R CEI V ED
SEP 21 2016

PARAMOUNTE
•
1 2 2 CINEMA DRIVE
W I L M I N G T O N , NC 28403
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
To: NCDEQ Date 09.21.16
127 Cardinal Drive Ext.
Wilmington, NC 28403 Re: 7245 Market Street
Attn: Project No. 16178.PE
lWe are sending: 1 Originals ®Prints ❑ Shop Drawings ® Calculations
The following items: ❑ Correspondence ® Plans ❑ Specifications ® Other as listed below
Quantity Date Dwg.No. Description
2 24"x 36"Design Documents
2 Form SWU-101 "6�7') p � 4 T>,
2 Stormwater Design and Erosion Control Narrative
'a O&M(Storm EZ) - ORIlt,ow44 TO j9bLLoW
1 $4,000 Review Fee(Check 91,0)
1 Infiltration Trench Supplement
1 Infiltration Basin Supplement
Issue Status ® For Approval ❑As Requested El Construction ❑Bid
El For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
Action Taken: El No Exceptions Taken ❑ Make Corrections Noted El Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
SEP 2 1 2018
Cc_ Signed: T
0Folbt
Daniel I. Fisk, PE

For DEQ Use ONLYLU
Reviewer: �:\l
North Carolina Department of Environmental Quality
Submit:
AtAksp
Request for Express Permit Review `
Time:_10Q.`
7
•
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the S
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davldsonancdenr.gov Provided Exis crmits
related to this Pro Proiecfi
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.leefncdenr.gov
• Mooresville or Winston Salem-Marcia Allocco 704-235-2107;marcia.allocco(dtncdenr.gov SW
• Washington Region-Lyn Hardison 252-948-3842 or lvn.hardison(tilncdenr.gov SW
• Wilmington Region-Cameron Weaver 910-796-7303orcameron.weaven(ncdenr.gov NPDES
NOTE:Projectlapjication received after 12 noon will be stamped in the following work day. IDES
aa�zll WQ--
Project Name:72{r ARKET COMMERCIAL County:NEW HANOVER WQ
Applicant:TERRY LEIFHEIT Company: NORTH WILM LAND,LLC E&S
Address:846 BELL FORK ROAD City:JACKSONVILLE,State:NC Zip:28540-_ E&S
Pho.,n�°f 10-353-1221,Fax:[phone].Email:[e-mail] Other
Physical LocatlOn MARKET STREET
Project Drains into SMITH CREEK waters—Water classification SC(DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N within'/mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?Y/N
Engineer/Consultant:TIM CLINKSCALES,PE Company:PARAMOUNTE ENGINEERING,INC
Address:5911 OLEANDER DR,SUITE 201 City:WILMINGTON,State:NC Zip:28403-
Phone:[phone].Fax:[phone],Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE •
$ # JOBS ntC'O EP
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ❑DWR, ❑DCM, ❑DEMLR,❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit El Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
El Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑Isolated Wetland( linear ft or acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
®State Stormwater ❑General ❑SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, El Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter #Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
El High Density-Detention Pond _#Treatment Systems ®High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density—SW Wetlands _#Treatment Systems
El High Density-Other _#Treatment Systems/❑MOD:❑Major❑Minor❑Plan Revision ❑Redev.Exclusion SW (Provideperrrl#)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopinq and express meeting request)
Wetlands on Site❑Yes 0 No Buffer Impacts:®No❑YES: _acre(s)
Wetlands Delineation has been completed:El Yes❑No Isolated wetland on Property❑Yes El No
US ACOE Approval of Delineation completed: ❑Yes❑No 404 Application in Process w/US ACOE: ❑Yes ® No Permit
Received from US ACOE❑Yes❑No
For DEQ use only
Fee Split for multiple permits:(Check# ) _ Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $
$ Variance(0 Maj;El Min)
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS $ ' Stream Deter,_ $
NCDEQ EXPRESS March 2016

7245 MARKET COMMERCIAL
NEW HANOVER COUNTY, NC
STORMWATER EXPRESS REVIEW NARRATIVE
Prepared for:
NORTH WILM LAND, LLC
Prepared by:
PA RAMOUNTE
E N C3 I N E E R I N <3. I N C.
122 CINEMA DRIVE
Wilmington,NC 28403
NC License#: C-2846
Project#16191.PE
August 2016

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DESIGN NARRATIVE
North Wilm Land, LLC proposes to construct a 4400 sf commercial building along with corresponding
parking at 7245 Market Street on 2.0 acres. Only 1.2 acres will be permitted with the remaining acreage
to be permitted at a later time.
The property drains to Smith Creek (SC,) - Cape Fear River Basin. The stormwater will be treated via
underground infiltration system.
DESIGN PROJECT
All stormwater for the proposed development will be directed by way of a storm sewer system to an
adequately designed stormwater BMP. All land disturbance activity will be design and permitted with
NCDEQ Erosion Control.

7245 MARKET COMMERICAL
NEW HANOVER COUNTY, NORTH CAROLINA
Project#16178.PE
Table of Contents
DESIGN NARRATIVE
DESIGN PROJECT
ATTACHMENTS:
SOILS MAP
Ptc A.%`^t ) ‘41\C "/a , pV '\o
'D,.s••Q.& C CON ce.A > � m L. \.4(l :
tNeirwc) — ‘,5 #)‘7.-C Va%
/Iv 'St a.00 X
1•1• •=•••••• Lam,
Ve r+
Pagel