NCC240208_Site Plan or Location Map_20240130

ENGINEERING CALCULATIONS
for
STATION 19
EROSION CONTROL
Owner:
HCC Investment Group, LLC
5091 Business Drive
Morehead City, NC 28557
Engineer:
The Cullipher Group, P.A.
Ronald D. Cullipher, PE •oFESS��°
� I L 101')
. o.C�Z
ry
151-A Hwy 24 = : 4 SEAL
Morehead City, NC 28557 = 13343
[phone] o4,•°NGINE •��,�

TABLE OF CONTENTS
1. Narrative
2. Appendix A— Financial Responsibility Form
3. Appendix B — Erosion Control Checklist
4. Appendix C — Engineering Calculations
5. Appendix D — Deed
6. Appendix E —Vicinity and USGS Maps

Narrative
Station 19
Permittcc:
11CC Investment Group, LLC
Samuel Phillip Collins
131 Buena Vista Dr
Newport,NC 28570
Engineer:
The Cullipher Group, PA
15IANCHWY24
Morehead City, NC 28557
252-773-0090
General Information
The NC State Ports Authority Tract 1 B project is located 5091 Business Drive on the south side of
Business Drive in Morehead City. The property consists of an 11.18 +/- acre tract and is bordered
by a railroad lane to the south, wooded and vacant land to the north and east, and a construction
company lot to the west. There is currently an overhead power easement located on the property as
well as an existing gravel road used for access to the easement. There are wetlands present on the
site and 0.04 acres of proposed impacts. NWP 39 will he requested for wetland impacts for
commercial development.
Ii. Stormwater Information
This project proposes a 2.69 acre gravel laydown area,as well as a new 32' wide gravel entrance
road on the northwest property line. This project is being proposed as a Low-Density development
draining to the Newport River(Class C Waters)with impervious coverage under 24%.
III. Erosion and Sedimentation Control Measures
The first phase of development will include tree removal, followed by grading and installation of a
gravel parking area. The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all stumping, grading, and excavation activities within a certain
area will be protected as soon as that activity is complete.
1. Temporary Gravel Construction Entrance — Existing gravel drive to be used as construction
entrance. Additional measures to be implemented as needed.
2. Sediment Fence — Sediment fence, or an alternate measure, will be utilized as necessary in
locations as shown on plans or as deemed necessary by the engineer to ensure that of site
sedimentation is controlled.
3. Seeding — All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans.
4. Temporary Skimmer Basin — Skimmer basin shall be constructed at existing low points on the
site with temporary diversion berms directing sediment laden Clow toward their locations. Upon
completion and stabilization of the project the basin shall be mucked out and tilled into the
existing grade.

IV. Maintenance Plan
1. All erosion and sediment control measures shall he checked for stability and effective
operations following every runoff'producing rainfall event or at least once per week. Repairs
required shall be completed immediately to the dimension and functions indicated on the plans.
2. Sediment shall he removed from behind the sediment fencing when it becomes 0.5 feet deep at
the fence. The fence shall he replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall he fertilized,seeded and mulched within 14 calendar days of disturbance.
Disturbed areas shall be fertilized, reseeded and mulched as necessary according to the Contract
documents to establish and maintain a dense vegetative cover.
V. Construction Sequence
Phase I Logging and Stumping Operation
I. Remove and/or relocate existing obstructions.
2. The existing gravel drive off Business Drive and the existing access to the property on the
southwest corner from the neighboring property is to serve as the gravel construction entrance.
3. Install silt fencing and construction fencing at specified locations.
4. Begin logging trees.
Phase 11—Asphalt Paving and Grading
I. Excavate and grade skimmer basin.
2. Mass grade drive and laydown area.
3. Install gravel on the laydown area and proposed road.
4. Perform final grading, seed and mulch all remaining disturbed areas. Upon completion of
stabilization,muck out and till skimmer basin into the existing grade.
5. Remove silt fence.
Please let me know if you have any questions or comments.
Sincerely, �.` ?.� •• •••.t�• l ,,,
0.. $S/0
2�I SEAL
Id D.Cullipher, :y
oPE 1,
133�3
lb••'c`NGIN���•�4\\
,uioo

Chock if this project i:ARPA hinder) ❑
Altach a copy of the Letter of Intent to Fund
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act, including any
activity under a common plan of development of this size as covered by the NCGO1 permit, before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land
Quality Section, N.C. Department of Environmental Quality. Submit the completed form to the appropriate
Regional Office. (Please type or print and, if the question is not applicable or the e-mail address or phone
number is unavailable, place N/A in the blank.)
Part A.
1. Project Name Station 19
!1 this project involves American Rescue Plan Acl(ARPA) fonds, list the Project Name or Pmject
Number(e.g., SRP-D-ARP-0121) below under which you were approved for funding through the
Division of Water Infrastructure (DWI)
2. Location of land-disturbing activity: County Carteret City or Township Morehead City
5091 Business Drive 34.741 -76.802
Highway/Street Latitude(decamaldegrees) Longltude(declmaldegrees)
3. Approximate date land-disturbing activity will commence: 1/1/24
4. Purpose of development(residential,commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas): 10.98
6. Amount of fee enclosed: $1 ,100 The application fee of$100.00 per acre (rounded
up to the next acre)is assessed without a ceiling amount (Example: 8.10-acre application fee is$900).
Checks should be addressed to NCDEQ.
7. Has an erosion and sediment control plan been filed? Yes 0 Enclosed ❑ No 0
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
NameSamuel Phillip Collins E-mail [e-mail]
Phone: Office ItMobile ft [phone]
9. Landowner(s) of Record(attach accompanied page to list additional owners):
HCC Investment Group, LLC [phone]
Name Phone: Office It Mobile#
131 Buena Vista Dr 131 Buena Vista Dr
Current Mailing Address Current Street Address
Newport, NC 28570 Newport, NC 28570
City State Zip City State Zip
10. Deed Book No.347 Page No.407 Provide a copy of the most current deed.

Part B.
1. Company(ies)who are financially responsible for the land-disturbing activity(Provide a comprehensive list
of all responsible parties on accompanied page.)if the company is a solo proprietorship or if the landowner(s)is
an individual(s), the name(s)of the owner(s)may be listed as the financially responsible parly(ies).
Company Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Note: If the Financially Responsible Party is not the owner of the land to be disturbed, include with this form
the landowners signed and dated written consent for the applicant to submit a draft erosion and sedimentation
control plan and to conduct the anticipated land disturbing activity.
2. (a) If the Financially Responsible Party is a domestic company registered on the NC Secretary of State
business registry, give name and street address of the Registered Agent:
Samuel Phillip Collins [e-mail]
Name of Registered Agent E-mail Address
131 Buena Vista Dr 131 Buena Vista Dr
Current Mailing Address Current Street Address
Newport, NC 28570 Newport, NC 28570
City State: Zip City State Lip
Phone: Office# Mobile# [phone]
Name of Individual to Contact(If Registered Agent is a company)
(b) If the Financially Responsible Party is not a resident of North Carolina,give name and street address
of the designated North Carolina agent who is registered on the NC Secretary of State business registry:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Name of Individual to Contact(if Registered Agent Is a company)

(c)If the Financially Responsible Party is engaging in business under an assumed name,give name under
which the company is Doing Business As. If the Financially Responsible Party is an individual, General
Partnership, or other company not registered and doing business under an assumed name. attach a copy
of the Certificate of Assumed Name.
Company DBA Name
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath. (This form must be signed by the Financially Responsible Person if an individual(s)
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Party). I agree to provide
corrected information should there be any change in the information provided herein.
Samuel Phillip Collins Manager - HCC Investment Group, l_I_C
Type, r prin, name, Title or Authority
Pi at.
__61/4)"-(i_ •
Signature Date
I't / U ljt &AM ) •• 6 A,c,,( a Notary Public of the County of Cc�\c
State of North Carolina, hereby certify that c�0e_k Y‘f l\��\ll �'��tt:1S appeared personally
before me this day and being duly sworn acknowledged that the bbove form was executed by him/her.
Witness my hand and notarial seal, this I1 day of QN1r0S, 20
•
\Nola LL' CLILA. 1/1/Le
\`�tttnumr� My commission expires
s\ rG G U T' /����i
Notary Public
Carteret
County
My Comm. Exp.
q, 10.10-2026 Q-
•

EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
The following Items shall be incorporated with respect to specific site conditions,in an erosion&sedimentation control plan:
NPDES Construction Stormwater General Permit NCG010000
0 Designation on the plans where the 7 or 14 day ground stabilization requirements apply per Part II.E,1 of the permit.
0 Design of basins with one acre or more of drainage area for surface withdrawal as per Part II.B.8 of the permit.
LOCATION INFORMATION Name and classification of receiving water course or name of
municipal operator (only where stormwater discharges are to
Project location&labeled vicinity map(roads,streets,landmarks) occur)
North arrow and scale
Identify River Basin. STORMWATER CALCULATIONS
Provide a copy of site located on applicable USGS quadrangle and
NRCS Soils maps if it is in a River Basin with Riparian Buffer [� Pre-construction runoff calculations for each outlet from the site(al
requirements. peak discharge points). Be sure to provide all supporting data for
the computation methods used (rainfall data for required storm
GENERAL SITE FEATURES(Plan elements) events, time of concentration/storm duration, and runoff
coefficients).
0 Property lines&ownership ID for adjoining properties LJ Design calculations for peak discharges of runoff (Including the
0 Existing contours(topographic lines) construction phase&the final runoff coefficients for the site)
0 Proposed contours ® Design calcs for culverts and storm sewers(include HW, TW and
0 Limits of disturbed area (provide acreage total, delineate limits, outlet velocities)
and label).Be sure to include all access to measures,lots that will ® Discharge and velocity calculations for open channel and ditch
be disturbed,and utilities that may extend offsite. flows(easement&rights-of-way)
MEI Planned and existing building locations and elevations ® Design calcs for cross sections and method of stabilization for
0 Planned & existing road locations & elevations, including existing and planned channels(include temporary linings).Include
temporary access roads appropriate permissible velocity and/or shear stress data.
0 Lot and/or building numbers i''IM Design calcs and construction details for energy dissipaters below
® Hydrogeologic features: rock outcrops, seeps, springs, wetland culvert and storm sewer outlets (Include stone/material specs &
and their limits, streams, lakes, ponds, dams, etc. (include all , apron dimensions).Avoid discharges on fill slopes.
required local or state buffer zones and any DWQ Riparian Buffer j './ I Design calcs and dimension of sediment basins (note current
determinations) surface area and dewatering standards as well as diversion of
Easements and drainageways, particularly required for offsite runoff to the basins). Be sure that all surface drains, including
affected areas. Include copies of any recorded easements and/or ditches and berms,will have positive drainage to the basins.
agreements with adjoining property owners.
Profiles of streets,utilities,ditch lines,etc. VEGETATIVE STABILIZATION
Stockpiled topsoil or subsoil locations
If the same person conducts the land-disturbing activity & any 0i Area&acreage to be stabilized with vegetation
related borrow or waste activity, the related borrow or waste IWO Method of soil preparation
activity shall constitute part of the land-disturbing activity unless WV! Seed type&rates(temporary&permanent)
the borrow or waste activity is regulated under the Mining Act of NM Fertilizer type and rates
1971, or is a landfill regulated by the Division of Waste IffI Mulch type and rates(include mulch anchoring methods)
Management. If the land-disturbing activity and any related
borrow or waste activity are not conducted by the same person, NOTE: Plan should include provisions for groundcover in accordance with
they shall be considered separate land-disturbing activities and NPDES Construction Stormwater General Permit NCG010000.
must be permitted either through the Sedimentation Pollution
Control Act as a one-use borrow site or through the Mining Act. FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
�J Location and details associated with any ensile stone crushing or
other processing of material excavated. If the affected area 0 Completed,signed&notarized FR/O Form
associated with excavation, processing, stockpiles and transport O Accurate application fee payable to NCDEQ ($100.00 per
of such materials will comprise 1 or more acres,and materials will acre rounded up the next acre with no ceiling amount)
be leaving the development tract,a mining permit will be required. u� Certificate of assumed name,if the owner is a partnership
Required Army Corps 404 permit and Water Quality 401 = Name of Registered Agent(if applicable)
certification(e.g.stream disturbances over 150 linear feet) Copy of the most current Deed for the site.Please make sure the
deed(s) and ownership information are consistent between the
EROSION&SEDIMENT CONTROL MEASURES(on plan) plan sheets,local records and this form.
I'-1 Provide latitude & longitude (in decimal degrees) at the project
0 Legend (provide appropriate symbols for all measures and entrance.
reference them to the construction details) [I Two hard-copies of the plans (some regional offices require
• Location of temporary measures additional plans or multiple sizes; please contact the regional
0 Location of permanent measures coordinator prior to such submittal.)
• Construction drawings and details for temporary and permanent
measures. Show measures to scale on plan and include NOTE: For the Express Permitting Option, inquire at the local Regional
proposed contours where necessary. Ensure design storage Office for availability. Express Reviews are performed by
requirements are maintained through all phases of construction. appointment only.
• Maintenance requirements for measures NARRATIVE AND CONSTRUCTION SEQUENCE
• Contact person responsible for maintenance
r 1 Narrative describing the nature & purpose of the construction
SITE DRAINAGE FEATURES activity.
Pre-construction conference,if requested.
Q Existing and planned drainage patterns(include off-site areas that H Construction sequence related to erosion and sediment control
drain through project and address temporary and permanent (including installation of critical measures prior to the initiation of
conveyance of stormwaler over graded slopes)Q Method used to determine acreage of land being disturbed and
the land-disturbing activity&removal of measures after areas they
serve are permanently stabilized). Address all phases of
drainage areas to all proposed measures(e.g.delineation map) construction and necessary practices associated with temporary
D IU; Size,pipe material and location of culverts and sewers
stream bypasses and/or crossings.
MIN Soil information: type,special characteristics (I Bid specifications related only to erosion control
iQII I Soil information below culvert storm outlets rev.1-18-22

Skimmer Basin
Okay
2.89 Disturbed Area (Acres) Imported from the "Measure Selection" tab.
3.819135 Peak Flow from 10-year Storm (cfs)
5202 Required Volume ft3 Minimum sediment storage volume. Based upon the dis
1241 Required Surface Area ft2 Required surface area of basin. Based upon peak flow f
24.9 Suggested Width ft
49.8 Suggested Length ft
E48 Trial Top Width at Emergency Spillway Invert ft
78 Trial Top Length at Emergency Spillway Invert ft
3 Trial Side Slope Ratio Z:1 (2:1 or flatter)
3 Trial Depth ft (2 to 3.5 feet above grade) Depth as measured from bottom of basin
30 Bottom Width ft
75 Bottom Length ft
2250 Bottom Area ft2
8964 Actual Volume ft3 Okay
3744 Actual Surface Area ft2 Okay
25 Trial Weir Length ft
0.5 Trial Depth of Flow ft
26.5 Spillway Capacity cfs Okay
2 Skimmer Size (inches) Skimmer Size Formula based
0.167 Head on Skimmer (feet) (Inches)
1.25 Orifice Size (1/4 inch increments) 1.5
3.53 Dewatering Time (days) 2 Dewatering tim
Suggest about 3 days 2.5 The skimmer n
3
4
5
6
8

BUILT UPON AREA (BUA)CALCS
BY: CDF 12/12/2023
TOTAL SITE AREA 487,057 SF
11.18 AC
CURRENT EXISTING BUA
GRAVEL ROAD 3,415 SF
PROPOSED BUA
PROPOSED GRAVEL ROAD 2,886 SF
GRAVEL PARKING/STORAGE 117,336 SF
TOTAL PROPOSED BUA 120,222 SF
PROPOSED NET BUA
CURRENT EXISTING BUA 3,415 SF
NET BUA INCREASE 116,807 SF
TOTAL PROPOSED BUA PERCENTAGE 23.98%

FOR REGISTRATION REGISTER OF DEEDS
Karen S Hardesty
Carteret County, NC
December 10,2021 11:51:24 AM
DEED ti Pages: 3
Fee:$26.00 NC Revenue Stamp:$0.00
FILE it 1749331
A6,44-0i)
submitted electronically by "white & Allen MHC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret county Register of Deeds.
NORTH CAROLiNA CE,NERAL WARRANTY DEED
Excise'1'ax: exempt
Parcel Identifier No.636601089018000, iVe lied by County on the day of ,20_
By: -
Mail/Box to: John M. Harris, White&Allen,P. A, 304 N. 35th Street. Morehead City,NC 28557
This instrument was prepared hy: AI len.P.A.. 30q N, 35th Street. Morehead City.NC 28557 - File IIM 123677-3
Brief description for the Index: TRACT l MAP OF NC PORTS AUTHORITY
'THIS DEED made this 10th day of December ,2021 ,by and between
GRANTOR GRANTEE
North Carolina State Ports Authority HCC Investment Group, LLC
2202 Burnett Boulevard 139 S. Spooners Street
Wilmington, NC 28401 Morehead City,NC 28557
Enter in appropriate block for each Grantor and Grantee: name, mailing address,and,if appropriate,character of'entity,e.g.
corporation or partnership.
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,that the Grantor,fora valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has and by
these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot,parcel of land or condominium unit
situated in the City of Morehead City Morehead Township,.. Carteret County,
North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT"A" FOR LEGAL DESCRIPTION
The property hereinabove described was acquired by Grantor by instrument recorded in Book_. 374 page 407
All or a portion of the property herein conveyed_includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plut Book 29 page_ 905
Pnge 1 of 2
NC Bar Association Form No. 3 01976,Revised 0 1977,2002,2013 Ibis standard form has hccn approved by:
Printed by Agteemenl with the NC Bar Association-1981 North Carolina Bar Association—NC Bar Forte No.3

1749331
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever,other than the following exceptions:
2021 ad valorem taxes; utility easements and unviolated restrictions of record.
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
North Carolina State Ports Authority (SEAM
i�f/ce,JrEgtity Name) Print/Type Name:
By:
(SEAL)
Print ype Name&Title: Brian E. Clark Print/Type Name:
Executive Director
By: (SEAL)
Print/Type Name&Title: Print/Type Name:
•
By: _ (SEAL1
Printfl'ype Name&Title: Print/Type Name:
State of NQv-t C AYt+till -County or City of M tit)I hlytoi/
I,the undersigned Notary Public of the County or City of '51111r aitt)IOC—- and State aforesaid,certify that
'1v1 nY1 r.(ithcr t. cc a Ta tat , et pP personally appeared before me this day and acknowledd e l the due
execution of the foregoing instrument for the purposes therein expressed, Witness my hand and Notarial stamp or seal this T day of
20.12.1_.
1,0 11 t ,4'71
My Commission Expires: � .91)7 ID n f'f,iIA M. /tV P4r/C. Notary Public
(Affix Seal) Public,
PATRICIA M. HAM R I C Notary's Printed or Typed Name
Notary P North Caroline
a rLla rim auttir.1/4 Cove
State of MY Cetki frsoft£litgfat)irwa
I,the undersigned.^rptry•y pn�l�?�'�$Att��of Cit of and State aforesaid,certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for the purposes therein expressed, Witness my hand and Notarial stamp or seal this day of
,20 .
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of_North Carolina -County or City of •
I,the undersigned Notary Public of the County or City of and State aforesaid,certify that
Brian E, Clark personally came before me this day and acknowledged that
he is the Executive Director of North Carolina State Ports Authority ,a North Carolina or
corporation/limited liability company/general partnership/limited partnership(strike through the
inapplicable),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 day of ,20—•
My Commission Expires:_ __ _ Notary Public
(Affix Seal) Notary's Printed or Typed Name
Page 2 of 2
NC Bar Associadon Form No. 3 0 1976,Revised 01977,2002,2013 This standard form has been approved by:
Printed by Agreement with the NC Bar Association—1981 North Caro6un Bar Association—NC Bar Fore No.3

1749331
EXHIBIT"A"
BEING all of Tract 1 Map of NC Ports Authority recorded in Map Book 34 , Page
347 Carteret County Registry.

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