SW8170208_Historical File_20170427

Aanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
AMry 215'
Mawclil34 2017
Ms. Linda Lewis E.I., Environmental Engineer III
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: SW8 170208, Hampstead Marine Center, Hanover Design Job # 14212
Linda:
APR g 2017
Enclosed please find another set of the March 15, revised sheets. Thanks so much and if you have any
questions or require additional information, please do not hesitate to email or call me.
Sincerely
Adam Grady, PE
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
ECEIVE
APR 2 5 20V
BY:
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

Lewis,Linda
From: Lewis,Linda
Sent: Friday, April 21, 2017 5:03 PM
To: [e-mail]'
Cc: '[e-mail]'
Subject: SW8 170208 Hampstead Marine Center
Adam
I am reviewing the additional information that was received on March 15, 2017 for the subject project.
In answer to your questions for me:
1. For future submissions, please remember to reference the assigned state stormwater
project/permit number on all correspondence. This assures that the package is matched up
with the correct application and delivered to the correct reviewer.
2. We require a minimum of 2 sets of the plans. You only sent in one set of the revised plans.
3. I'm going to add a note to the drainage area map that the pond has been included as part of
the drainage area.
4. The usual and customary way of denoting on the application that the receiving stream is an
unnamed tributary is by using the initials "UT" prior to the name of the receiving stream.
5. For this project, the 2008 forebay design standard of 18%-22% of the permanent pool volume
is fine. I have absolutely no problem with being ever so slightly above the 22% cap. For future
design, please keep in mind that the 2017 rules changed the pond and forebay sizing
requirements. The new 2017 forebay sizing is 15%-20% of the main pool volume. The coastal
SA/DA ratios have also been reduced, so that less surface area is needed at permanent pool,
but the rules now require that the forebay be designed separately. The main pond has to meet
the minimum surface area and volume requirements alone, without any help from the forebay.
Please submit another set of the March 15 proposed plans by May 21, 2017.
Thanks,
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewisa,ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
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Hanover Design Services, P. .
Land Surveyors, Engineers, Land Planners
March 13, 2017
Ms. Linda Lewis E.I., Environmental Engineer III
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Hampstead Marine Center, Hanover Design Job # 14212
Linda:
.5( 70ZOF
RECEIVED
MAR 15 2017
BY -
.------
I hope you're doing well today, it's nice to meet you. Enclosed please find the additional information you
requested:
1. .1019 (5)(a)- Please either design the project for SA waters, or provide documentation that the
project is located >1/2 mile from SA waters. Mullet Run carries its own stream index number and
is classified as SA. Please reference the Surface Water Classification map maintained by the
Division of Water Resources at the link below for information on locating the source of Mullet
Run to determine how close the source is to the project.
https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6e125ad7628f494694e259c8O
dd64265
Please see the attached drawing showing the limits of the mile Sty► boundary and location
of Mullet Run. Our project area and discharge is at a distance greater than .5 miles from
this area. This is also shown on the state storm water permitting map.
2. .1042 (2)(a) — Please add the name of the receiving stream, Mullet Run, and its SA classification,
to the application.
Mullet Run was shown in the project information portion of the application along with the
stream index number. I have included the name Mullet Run in section 10 of the Project
information as requested. Our project will not directly discharge into Mullet Run. It will
discharge into the wetlands and eventually make its way to Mullet Run by way of an
unnamed tributary. See attached.
Please confirm that the pond is included as part of the 248,854 sf drainage area. The drainage area
map is not clear in this regard.
The drainage area does include the pond. I elected to show the pond easement on the
drainage area map which may have been why this was confusing. I can take it off if you
would like. It was mainly to show the pond area within the total drainage area.
4. .1042(2)(f) The permanent pool volume and the fore -bay volume calculations differ from the
numbers reported on the supplement form. The stage -storage calculations should begin at the
f 123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]i
Business Firm License No. C-0597

Hanover Design Services, RC
Land Surveyors, Engineers, Land Planners
5. sediment removal elevation, (29 in the forebay and 25 in the main pond) however, they begin one
foot higher at 30 and 26, respectively.
I apologize we had to rearrange the forebay location late in the stage and a couple of the
numbers didn't get changed. I have updated the supplement. In doing so putting in the
exact calculated volume for the forebay gave (22.02%) putting it approximately 15 cf above
what I guess is the threshold for the supplement. Technically I could move up the sediment
storage in the forebay to get this number closer to 20 but I did not believe there was a need
to do this for such a small difference. Please let me know what you think. See attached.
6. The application and the deed identify the property area as 18.65 acres with 10.58 acres of coastal
wetlands, for a net of 8.07 acres. However, the site data listed on the plans indicates that the
property area is only 5.71 acres. Additionally, the tax parcel ID numbers on the plans do not match
the deed.
This was a typo on the coversheet. The correct total property area of 18.65 was shown on
sheet 2. The correction has been made on the cover sheet. The 5.71 acres is the actual
project area/drainage area. There are no plans to develop the remaining 12.94 acres. See
attached.
7. The sediment removal elevations on the O&M plan are back -wards. In the main pond, the sediment
removal depth should read 9.5 feet, not 5.5 feet, and vice versa for the forebay which should read
5.5 feet, not 9.5 feet.
This sheet has been revised and attached.
If you have any questions or require additional information, please do not hesitate to email or call me.
Sincerely,
44�111— ----
Adam Grady, PE
Hanover Design Services P.A.
[e-mail]
[phone] Office
[phone] Fax
r t I
MAR 15 2Q1i
BY:
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax 9i0) 343-9941
Business Firm License No. C-0597

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
G:\\\Stormwater\Permits & Projects\2017\170208 HD\2017 04 excel_WP 170208
PROJECT #: SW8
170208
REVIEWER: L. Lewis
Initial Run Date March 8, 2017
PROJECT NAME:
Hampstead Marine Center
Last modified 27 Apr-17
Receiving Stream:
UT Mullet Run
Class: SA
Drainage Basin:
CPF24
Within 1/2 mile? INY or N
Index No. 18-87-9-1
Site Area
8.07
acres
(D Drainage Area
248854.00
sf
Is new DA being added?
Y or N
New Added DA
sf
2008
248854.00
Rules-'"2008" or "Ph2"
Total DA
sf
IMPERVIOUS AREAS - BUA
Runoff C
Buildings
Street / Parking
35824.00
7745700
square feet
square feet
1
0.98
user input req.
formula
SW
318.00
square feet
0.95
Future 30000.00
Offsite
Other 6000.00
BUA at Old DSO
TOTAL 149599.00 1
square feet
square feet
square feet
square feet
square feet
??
??
??
??
Breakdown of BUA @ old DS
Buildings/Lots
Street
Parking/SW
Other
SURFACE AREA CALCULATION
(including old and new DA and BUA)
Overall % Impervious
60.12%
SA/DA Ratio
6.01
®Average Design Depth 3.5
feet
Req. SA 14960 sf
TSS, 85 or 90:
90
%
Prov. SA
16187 sf
I Old DS@ I New DSO I
1 0 1 248854 1
BUA 0.00
Post development Rv= 0.000
Old BUA Design Storm
Old BUA Design Volume 0
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches) from NOAA chart
Predevelopment Rv value (0.05 if no existing BUA)
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
2008 Design Volume 183& cubic feet
Phase 2 Design Volume 18385 cubic feet
Required Volume
1838E
cf
Top of Sediment
25.00
msl ........
Bottom of Shelf
34.00
msl........ .
Permanent Pool
34.50
msl........ .
Top of Shelf
35.00
msl........ .
Temporary Pool
35.50
msl........ .
Volume met at elev
35.49
msl
**Vol. Prov. at TPE
18512
cf
" only works if TPE > top of shelf elevation
unitless
inches
Note: do not include previously approved BUA as existing.
cubic feet
cubic feet
I Area, sf I Inc. volume I Acc. volume I
12645 00 1 63027.00 1 63027.00
1618T00 1 7208.00 1 70235.00
18900.00 1 8771.75 1 79006.75
Perm. Pool Volume= 62120
Req. Forebay Volume= 12424
Provided Volume= 13324
Percent-- 21.4%
ORIFICE CALCULATION
Average Head
_
0.31
feet
Q2 Area
5.76
sq. inches
Flow Q2, cfs
0.106
cfs
Q5 Area
2.30
sq. inches
Flow Q5, cfs
0.043
cfs
Orifice Area =
3.14
sq. inches
No. of Orifices
1
Avg. Flow Q=
0.058
cfs
Diameter, inches
2.00
or weir H x W
in x
in
Drawdown =
days
'# of end contractions, N =
1 yr 24 hr intensity, in/hr
NOAA chart @tl
discharge coefficient, C
13.30
Runoff Coefficient
0.55
unitless
Effective weir length, L =
0.00
1 yr 24 hr peak Q
0.00
cfs
Orifice flow<1yr24hr?
NO

L'ewis,Linda
From: Lewis,Linda
Sent: Friday, March 10, 2017 9:21 AM
To: [e-mail]'
Cc: '[e-mail]'
Subject: 2017 03 addinfo 170208 / Hampstead Marine Center
Attachments: DEMLR WIRO Letterhead_BW 2017 01 20.pdf
Adam
Please see my review comments for the subject project, attached.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinda.lewis(&-ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
"-""��Nothing Compares
F?naii ccriespondence to and from ih ; address is -, ubject to the
i r 1-,, i, - -. -
�:^rir..��rc..r,u Public r?�,cords L�..'; ;srd rrt�y to ':;is�i;:sed ic+ t'►;rr..s' c,artieS.

Energy, Mineral &
hand Resources
ENVIRONMENTAL DUALITY
March 10, 2017
Thomas K. Moore, Jr., Member -Manager
Coastal Marine Properties, LLC
104 Wyndham Way
Wilmington, NC 28411
Subject: Request for Additional Information
Stormwater Project No. SW8 170208
Hampstead 1Varine Center
Pender County
Dear Mr. Moore:
ROY COOPER
Governor
MICHAEL S. R£GAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Hampstead Marine Center on February 14, 2017. 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. All rule cites are to 15A NCAC 02H:
.1019 (5)(a)- Please either design the project for SA waters, or provide documentation that the project
is located >1/2 mile from SA waters. Mullet Run carries its own stream index number and is
classified as SA. Please reference the Surface Water Classification map maintained by the Division of
Water Resources at the link below for information on locating the source of Mullet Run to determine
how close the source is to the project.
httns://ncdenr.maps.arcgis.com/an ss//Webgppviewer/index.html?id=6el25ad7628f494694e259c8Odd6
4265
2. .1042 (2)(a) — Please add the name of the receiving stream, Mullet Run, and its SA classification, to
the application.
3. Please confirm that the pond is included as part of the 248,854 sf drainage area. The drainage area
map is not clear in this regard.
4. .1042(2)(f) The permanent pool volume and the forebay volume calculations differ from the numbers
reported on the supplement form. The stage -storage calculations should begin at the sediment
removal elevation, (29 in the forebay and 25 in the main pond) however, they begin one foot higher at
30 and 26, respectively.
5. The application and the deed identify the property area as 18.65 acres with 10.58 acres of coastal
wetlands, for a net of 8.07 acres. However, the site data listed on the plans indicates that the property
area is only 5.71 acres. Additionally, the tax parcel ID numbers on the plans do not match the deed.
6. The sediment removal elevations on the O&M plan are backwards. In the main pond, the sediment
removal depth should read 9.5 feet, not 5.5 feet, and vice versa for the forebay which should read 5.5
feet, not 9.5 feet.
Please keep in mind that changing one number may result in changes to other numbers that require the
calculations, supplements, and other supporting documentation to be updated. Please verify that all
numbers are correct to ensure consistency in the application documents.
State ofNurth Cara"na I Gnvil-anmc:'�'.M Qu-11(y IEnersg.. 3neral :.n i L_nd Rcscx , c4s
Ci lm:nC,tU37nc`a_::nalOf i! I IN ,,rdhudDriv L-a( uion I lWri.dngtgi N'C 2840'
910 "9t) :215

State Stormwater Permit No. SW8 170208
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 April 10, 2017, or the application will be
returned as incomplete. If the project is returned you will need to resubmit all of the required items
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 30
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 reference the project name and State assigned project number on all correspondence. If you have
any questions concerning this matter, please feel free to call me at [phone] or email me at
1inda.lewiskncderingov. .
Sincerely,
LC da. Lpwik
Linda Lewis, E.I.
Environmental Engineer III
GDS/arl: G:\\\Stormwater\Permits & Projects\2017\170208 HD\2017 03 addinfo 170208
cc: Adam Grady, P.E., Hanover Design Services (via email [e-mail])
Wilmington Regional Office Stormwater File
Statec,FNorth(aroir_•:: I Er ronmenta1Qu iiy 1 Energy, Mlrert;iand LondResoueees
We;:ist.�tonitig? : ,:Oi: 1'Trnre�n:3Pir::a .a.cneaon i Vvii:rfng:un.i+:
9101,196 71215

Casmer, Rio
From: Casmer, Jo
Sent: Tuesday, February 14, 2017 3:07 PM
To: '[e-mail]'; 'ahgrady(ghdsilm.00m'
Subject: Hampstead Marine Center, Stormwater Permit SW8170208
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
accepted the Stormwater Permit Application and $505.00 fee on February 14, 2017. The project has been
assigned to Linda Lewis and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io.casmer(Mncdenr.a
127 Cardinal Drive Extension
Wilmington, NC 28405
-:.��thitg Compares.-..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and maybe disclosed to third parties.

HANOVER DESIGN SERVICES, P.A. BRANCH BANKING AND TRUST COMPANY 16966
1123 FLORAL PKWY 1-800-BANK BBT BBT.com
WILMINGTON, NC 28403 66-112/531
PH. 910-343-8002 1 /23/2017
**505.00ORDER OF
Five Hundred Five and
DOLLAR
DENR/DWQ
127 Cardinal Drive Ext.
Wilmington, NC 28405
MEMO777
��� ! /G' ». _..._.. .._...._.........._.._-.7
Storm water Permit Application

Completeness Review Checklist
ProjeW2 Name: n\P--e_ Received Date:
Project Loca '� Ai.� -ate �C�. Accepted Date: Z— 14-2b�'7
Rule(s) M2008 Coastal 1995 CoastalEl Phase II (WiRO.) El Universal M1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR): nPE Cert on File?
E
sDensita;: H or LD Type: Commercia or Residential []NCG:
%: (% OK?) Stream Class: 6 A�TQ� IDSA Map 1-10ffsite to Slag
Subdivided?: Subdivision or Single Lot -T l ORW Map MExempt
Paperwork
Emailed Engineer on:
0Supplement(s)
(1 original per BMP)
BMP Type(s):
&M with correct/original signatures 1 original per BMP except ES1'VFS and swalesj
EKPlication
with correct/original signatures
eed
11 orp or LLC: Sig. Auth. per Soy or
letter
Email Address: Design Engineer
�'65
(within 6mo 1�,56 �t-�-
`mail Address: Ovyrer
I'
Soils Report with SHWT
Note to Reviewer:
dl"culations (signed/sealed)
0-,
riNo obvious errors
11 Density includes common areas, etc
Deed Restrictions, if subdivided:
nSigned
& Notarized
HD/LD) or _Dec. Covenants & Rest.
Plans
L/ rJ -
�etsDetails
(roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading
i letlands: Delineated or No Wetlands
aVilcinity Map
�tayout
(proposed BUA dimensions)
�egend
r
A Maps Project Boundaries
'Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
�PE Cert for Kliaster Lot #.
SHWT:
Bottom:
SH if I :
PP:
Deed Rest for Master Lot # Matches Master "
BUA
Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Permitted Proposed: i,ro: osed: Proposed:
s
E
l
t
__ E

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina 1, VP/
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form mmj be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Hampstead Marine Center
2. Location of Project (street address):
166 Andrew Tackson Ln
City:Hampstead County:Pender Zip:28443
3. Directions to project (from nearest major intersection):
The Site is approx. 0.37 miles southwest of the intersection of US 17/210 and Sloop Point Road and is located
on the eastern side of US 17/NC210
4. Latitude:34° 25' 49" N Longitude:-770 38' 07" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number ,_ , its issue date (if known)_ , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
NSedimentation/Erosion Control: 5.59 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.I.f any of these permits have already been acquired please provide the Project Name, Project/
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo
If yes, see S.L. 2012-200, Part VI: btip://12ortal.ncdenr.org/­web/Ir/rules-an atio
Form SW-u-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroje):
Applicant/Organization:Coastal Marine Properties, LLC
Signing Official & Title -.Thomas K Moore, Tr., Member Manager
b.Contact information for person listed in item la above:
Street Address:104 Wyndham Wa
City:Wilmington State•NC Zip:28411
Mailing Address (if applicable):104 Wyndham Way
City:Wilmington State -NC Zip:28411
Phone: [phone] Fax: { 1
EmaiNastdetailncIemaii.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:N/A
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Marling Address (if applicable):
City: State: Zip;
Phone. j ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:N/A
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone- ( } Fax: ( }
Email:
4. Local jurisdiction for building permits: Pender County
Point of Contact:l3araes Sutton Phone #: (910 ) 270-5161
Form SWU-10I Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, brie yfly summarize how the stormwater runoff will be treated.
Stormwater Runoff from the drainage area will be collected by means of invereted crown drop inlets and
storm sewer. The run-off will be treated in a wet detention basin. After treatment the pond outflows to the
on site wetlands which drain into an unnamed tributairy that flows into Mullet Run 18-87--9-1
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
Other Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph Il - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:18.65 acres 5. Total Coastal Wetlands Area.10.58 acres
6. Total Surface Water Area: N/A acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) - Total Project
Area+:8.07 acres
+ Total project area shrill be calculated to exclude t1u lloroingg: the nonnaI l o impounded structures, the area
between fim banks of streams and rivers, the area below the Normal High Water (NW line or Mean Hi$h Water
(MH1M line, and coastal wetlands landward from the NHW (or MHM Une. The resultant project area is used to
calculate overall percent built upon area (B A). Non -coastal wetlands landward of the NHW (or MHK9 line pray
be included in flue total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 - 43.6 %
9. How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
storurwater 8MP. For low density and oilier projects, use 1 far the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area
Drainage Area 2
Drains Area
Drainage Area
Receiving Stream Name
Unnamed Trib.
Stream Class •
SA; HQW
Stream Index Number •
1847--9-1
Total Drainage Area (sf)
248,854
On -site Drainage Area (so
248,854
Off -site Drains Area (so
0
Proposed Impervious Area"" s
149,599
% Impervious Area' total
60
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area
On -site Buildings/ Lots (sf)
35,824
On site Streets (sf)
77A57
On -site Puking (sf)
-
On -site Sidewalks so
318
Other on -site (so
6000
Future (sf)
30,000
Off -site (sf)
N/A
Existing BUA••• so
N/A
Total (so.
149,599
Stream Class and Index Number can be determined at: l�ttnJlpartat,rrcderur org/curblcuq[ps/cstrlclnssi�icntiacs
Form SWU-101 Version Oct 31, 20.13 Page 3 or

Imper�ocous area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sirtewalks, graael areas, etc.
'Report only Hutt amount of existing BUA that unl1 remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Prolects to Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://Portal.ncdenr�r weblwalws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
submitted to the appropriate
interactive online map at W.
The complete application package should be
office may be found by locating project on the
Please indicate that the following required information have been provided by initialing In the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httplLportal.ncdenr.org/web/wqL/su/statesw/forms dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VTI below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for Wh- BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
httR://www.en3Lhe ..org/gases/onestoRgxRr sss.htnd for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USCS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 14 mile of the site boundary, include the 1A
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x,W (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or N14W lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
I. Dimensioned property/proect boundary with bearings & distances.
J. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
L Details of roads, drainage features, collection systems, and stormwater control measures.
Fonn SWU 101 Version Oct. 31, 2013 Page 4 of 6

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an &rx11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMP$, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Inf>Itration Devices submitted to WiRO: Scliedmle a site visit for DEMLR to verify t!!e SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book 4628 Page No: 2380-2384
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2FL1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hdg://www.seuetiiiX.state.nc.us/Co[Rorations/CSearch.ma
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from gip• 1p aljicl�nf prgjYm i(Irl�slormwater
forms darn. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engmeer:Adam H. Grady
Consulting Firm: Hanover Design Services. PA .
Mailing Address:1123 Floral Parkway
City -Wilmington State:NC Zip:28403
Phone: MO 1 343-8002 Fax [phone]
Email:ahgrady®hdsilm.com
DL PROPERTY OWNER AUTHORIZATION (if Coliact Information, item 2 lias been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) N/A . certify that I
own the property identified in this permit application, and thus give permission to (print or type !lame of perso►
listed in Contact Information, item 1a) N/A with (print or type name of organization listed in
Contact Information, item 1a) N/A to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Farm 5WU 101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action includ' the assessment o civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date• it 13 1
1. v�'�,n�T� a Notary Public for the State of ' v G County of
yq WO �� . do hereby certify that _ QMAA K. BOO WJ ?— ' personally geared
before me" I SdayofJANVA?-Y 7-j i-7 and ackno ledge the due execution a application for
a storm o K.-gitness my hand and official seal, �
r-r - -IV
LU
�Q-
u O
2
J
r %!
Q, ��:
X. APPLICANTS CERTIFICATION
SEAL
My commission expires . Z 0 Z l
I, (print or type name of persmi listed in Co►itact Liforniatimr, item 1a)
certi that the information included on this permit application form is, to the best of my knowledge, correct and
that a project will be constructed in conformance with the approv aru, that the required deed restrictions
and protective covenants will be recorded, and that the pro oject complies with the requirements of the
applicable stormwatgr rytps under 15A,NC C 2H .1000 an other applicable state sMrmwater requirements,
I, - e A��t IL Ml � L . a Notary Public far the State of _ � . County of
W 4AN OL't-T-- do hereby certify that lb 0 M J f-- personally appeared
before me this 1-� day of J AN M ?,V rT . and acknow edge the due exeSutl of application for
a stormwatgr,p" Witness my hand and official seal,
N �� N i
��` N ~
��"
�@
do
ca
W �
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"S
SEAL
My commission expires
S� I, 20Z1
Form SWU 101 Version Oct. 31, 2013 Page 6 of 6

A x I, n :n x �n n x xJ x x x x x x x x x
a Xl X Xr X X� X X x x X X X X X X X
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ow w uotAumm
AAd PAOW EZLV

List Points Report Non Jan 23 16:56:16 2017
File> F:\All\PROJECT FOLDERS\14212\Engineering\14212 ENG base PND 2.crd
PointNo. Northing(Y) Easting(X) Elev(E) Description
1 249586.16 2412104.17 35.56 g.s.
measured down 1.4 ft. to Sh'W = elev (34.2)
Number of points listed> 1
Page 1 of 1

:= ■ l0

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, orenhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments(http://www.nres.usda.govtwps/portal/
nres/main/soils/health/) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center (http:l/
offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist(http://www.nres.usda.govtwps/portal/nres/detail/soilstcontactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. 'Depai tment of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means
K

for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.
3

Contents
Preface.........................................................................
SoilMap.......................................................................
SoilMap.....................................................................
Legend.......................................................................
MapUnit Legend .......................................................
Map Unit Descriptions ...............................................
Pender County, North Carolina ..............................
Fo—Foreston loamy fine sand ...........................
KuB—Kureb fine sand, 2 to 6 percent slopes....,
LnA—Leon fine sand, 0 to 2 percent slopes......
Mu—Murville muck .............................................
.........................................2
.........................................5
.........................................6
.........................................7
.........................................8
.........................................8
.......................................10
.......................................10
......................................11
......................................12
.......................................13
4

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
5

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Custom Soil Resource Report
Map Unit Legend
Ponder County, North Carotina (NC141)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Fo
Foreston loamy fine sand
3.5
18.8%
KuB
Kureb fine sand, 2 to 6 percent
slopes
1.9
10.4%
LnA
Leon fine sand, 0 to 2 percent
slopes
8.4
45.1 %
Mu
Murville muck
4.8
25.7%
Totals for Area of Interest
18.7
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil surrey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that itwas impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in noway diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
8

Custom Soil Resource Report
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
P

Custom Soil Resource Report
Pender County, North Carolina
Fo—Foreston loamy fine sand
Map Unit Setting
National map unit symbol: 3ww9
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Foreston and similar soils: 80 percent
Minor components. 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Foreston
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down -slope shape: Linear
Across -slope shape: Convex
Parent material. Loamy and sandy marine deposits
Typical profile
A - 0 to 6 inches: loamy fine sand
E - 6 to 12 inches: loamy fine sand
Bt - 12 to 40 inches. fine sandy loam
E' - 40 to 51 inches. sand
Btg - 51 to 85 inches: fine sandy loam
C - 85 to 90 inches: loamy fine sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class. Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high
(0.06 to 1.98 in/hr)
Depth to water table: About 24 to 42 inches
Frequency of flooding. None
Frequency of ponding. None
Available water storage in profile: Moderate (about 6.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B
Hydric soil rating. No
Minor Components
LMoodington, undrained
Percent of map unit. 5 percent

Custom Soil Resource Report
Landform: Depressions on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
KuB—Kureb fine sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol. 3wwk
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Kureb and similar soils: 85 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Kureb
Setting
Landform: Ridges on marine terraces, rims on carolina bays
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material Eolian sands and/or sandy fluviomarine deposits
Typical profile
A - 0 to 3 inches: fine sand
E - 3 to 26 inches. sand
C/Bh - 26 to 89 inches: sand
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Excessively drained
Runoff class. Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Very low (about 1.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7s
11

Custom Soil Resource Report
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Leon
Percent of map unit: 3 percent
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
Murville, undrained
Percent of map unit: 2 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
LnA—Leon fine sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 3wwl
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Leon and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Leon
Setting
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material: Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 5 inches: fine sand
E - 5 to 17 inches: fine sand
Bh - 17 to 51 inches: fine sand
E'- 51 to 59 inches: fine sand
B'h - 59 to 95 inches: fine sand
Properties and qualities
Slope: 0 to 2 percent
12

Custom Soil Resource Report
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class. Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding. None
Available water storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Minor Components
Murville, undrained
Percent of map unit.- 5 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
Mu—Murville muck
Map Unit Setting
National map unit symbol. 3wwt
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Murville, undrained, and similar soils. 80 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Murville, Undrained
Setting
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Parent material: Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 10 inches: mucky fine sand
Bh - 10 to 36 inches: sand
C - 36 to 80 inches. sand
13

Custom Soil Resource Report
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Rare
Frequency of ponding. Frequent
Available waterstorage in profile: Moderate (about 6.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 5w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
14

slanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
Hampstead Marine Center - SHWT determination - POND No. 1
Field visit: 1-12-17
References:
Soils at the pond outfall site are mapped as Murville muck Series muck (Mu, USDA NRCS
National Cooperative Soil Survey map and Official Series Description attached), very poorly
drained soils with moderately rapid permeability and relatively flat slopes of less than 0%
to 2%.
Observations:
One soil boring was observed as follows (location map and aerial photo attached):
The seasonal high water table is normally evident by observation of redoximorphic
features suggesting past conditions of saturation and reduction, indicated by colors
of chroma 2 or less (Munsell) at greater than 2% of soil volume in mottles or a
distinct horizon subdivision.
There was evidence of redoximorphic features at about 1.4' in the bore at the pond
outfall area (No.1) with a distinct chroma and evidence of wetness at that depth.
This observation was approximately in line with the expected depth to seasonal high
water in the soil profile of 0' to 1' for Murville Muck soils.
Elevation read on the ground at the boring for Pond 1 was 35.56 MSL, resulting in a
SHWT elevation of 34.2 MSL (35.6 - 1.4 = 34.2), field notes, report and photos
attached and in file.
Summary:
Observed indications of SHWT depth were in line with predicted values.
Pond No. 1 SHWT = 34.2 MSL.
,,j► BAR 1 j��i
� � 2,: i SEAL T
4306
JAN 2 4 2011 • ••: '
13Y: -7
Adam H. Grady, PE
SHWT-14212.doc
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

SOSID: 1533496
Date Filed: 7/28/2016 11:56: 00 AM
State of North Carolina Elaine F. Marshall
Department of the Secretary of State North Carolina Secretary of State
C2016 204 00492
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: Coastal Marine Properties, LLC
(See Item 1 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.)
Stephen C. Bailey -Organizer
PO Box 818
Hampstead, NC 28443
3. The name of the initial registered agent is: Thomas K. Moore, Jr.
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 104 Wyndham Way
cityWilmington state: NCZip Code: 28411 county: Pender
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
CityState: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a. ❑ The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street
City State: Zip Code:
E C% . E
JAN 2 4 2017
BY:_
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised January 2014) 1 (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. F�] 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.
8. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided 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 18 day of July , 2016
of
ylignature
Stephen C. Bailey -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
Type and Print Name and Title
Signature
Type and Print Name and Title
Signature
Type and Print Name and Title
Signature
Type and Print Name and Title
NOTES:
L Filing fee is S 125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box.29622 RALEIGH, NC 27626-0622
(Revised January 2014) - ' 2 (Form L-01)

EXHIBIT'A'
Membership List of Coastal Marine Properties,:LLC
1) Thomas K. Moore, Jr.-Member/Manager
104 Wyndham Way
Wilmington, NC 28411
2) Cathy S. Bowen-Member/Manager
302 Whistling Swan Way
Queenstown, MD 21658
3) Thomas S. Bowen-Member/Manager
302 Whistling Swan Way
Queenstown, MD 21658

Hampstead Marine Center
For
Last Detail, LLC — C(j2,j��/ /« 61A!
104 Wyndham Way QQ
January 23, 2017
PROJECT DESCRIPTION:
The purpose of this project is to develop a small commercial site located in Hampstead
North Carolina in Pender County. The project limits of the site contain approximately 5.71
acres. The total property area is approximately 18.65 acres and includes both wetlands
and uplands. A wetland delineation map has been sent to the core for approval. No
wetlands will be disturbed within this project. The proposed site will include three
buildings, two three -sided boat storage areas, and gravel parking/access drives
throughout. The runoff of the site will be collected using inverted crown areas with drop
inlets located at the low points. Storm sewer will then transport the runoff to the onsite
wet detention basin. The constructed area will be graded to where runoff will flow towards
the inlets and be collected into the storm drain system. The Runoff will be treated using
a onsite wet detention basin, which is designed to release the state storage runoff over a
period of 3.5 days at a non -erosive velocity. The outfall of the pond will flow water through
an energy dissipater, converting it to sheet flow, before exiting into the wetland area. The
wetland connects to an unnamed tributary which eventually is collected into Mullet Run.
PROJECT LOCATION:
The project area is located approximately 0.37 miles southwest of the US 17/NC 210 and
Sloop Point Road intersection in Pender County. The site is bordered to the North by US
17/NC 210 and by wetlands to the South and East.
The developable site is rolling to flat topography with an average land slope greater than
six percent. A preliminary investigation of the soils using a web soil survey indicates the
soils in the project area are primarily Kureb and leon fine sands with Murville Muck located
in the wetlands area, which are not part of the drainage area.
E'CiE1VE
JAN 2 9 ZOn D
6Y`

Hanover Design Services, P.Ao
Land Surveyors, Engineers, Land Planners
January 24, 2017
Ms. Georgette Scott, Stormwater Supervisor
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Hampstead Marine Center, Hanover Design Job # 14212
Georgette:
Enclosed please find the stormwater submittal package for Hampstead Marine Center
which is to include:
• A check for $505.00
• Stormwater Application and forms
• Project Narrative
• Two sets of construction plans
The purpose of this project is to develop a 5.7 acre site to be used as a boat detail/repair
facility. The project is located in Hampstead in Ponder County.
If you have any questions or require additional information, please do not hesitate to call
me.
Sincere y,
Adam Grady, PE
Hanover Design Services P.A.
[e-mail] �C � � ����
[phone] Office G
[phone] Fax JAN 2 4 2017
BY:
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

This Document eRecorded: 09/22/2016 11:37:17 AM
Fee: $26.00 DocType: DEED Tax: $400.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
JAN 2 4 2017
PREPARED BY: LAWRENCE S. BOEHLING, P.O. Box 1416, Burgaw, NC 28425 BY:
PIN�4215-20-2036—OOOb& R4214-29-1485-000L
—�
Excise Tax: $400.00 RETURN To:
IPLLC
NCg28�13
STATE OF NORTH CAROLINA )
COMMISSIONER'S DEED
COUNTY OF PENDER
THIS DEED, made and entered into this the ZOday of SEPTEMBER, 2016, by and
between LAWRENCE S. BOEHLING and RICHARD V. BIBERSTEIN, JR., acting as
Commissioners as hereinafter stated ("Grantors') of Pender County, North Carolina; and
COASTAL MARINE PROPERTIES, LLC ("Grantee'); of Pender County, North Carolina,
whose address is 104 Wyndham Way, Wilmington, NC 28411.
WITNESSETH:
THAT WHEREAS, in a certain special proceeding entitled "Robert J. Shepard Sr. et als
vs. Empie H. Sidbury, et als, 07 SP 127, Superior Court of Pender County" brought and pending
before the Clerk of Superior Court of Pender County, North Carolina an order was entered on
February 17, 2011 by said Court appointing said Grantors as Commissioners, to sell at private
sale subject to the confirmation of the Court certain lands including the land hereinafter
described; and whereas, on April 15, 2016 said Commissioners gave notice of private sale in
accordance with N.C.G.S. §46-28(b) and said Grantors acting as Commissioners as aforesaid on
the 6th day of May, 2016 reported to said Court the sale of the land hereinafter described at the
price of Two Hundred Thousand and No/100 Dollars ($200,000.00). That a copy of said Report
of Private Sale was served upon all parties as evidenced by the Certificate of Service filed on
May 6, 2016; and that said offer remained open for ten (10) days with no further advance bid
being filed; and whereas, said Court on the 28th day of June, 2016, entered an order approving
and confirming said sale and directing said Grantors as Commissioners to make, execute, and
deliver unto said Grantee a good and sufficient deed for said land upon the payment to him of the
said purchase price; and whereas said purchase price has been fully paid; and more than fifteen
(15) days have elapsed since the order confirming said sale was entered and no party has objected
to the confirmation and said confirmation order has now become final; further, an additional ten
(10) days have elapsed without any appeal by any party after the order of confirmation became
final; and whereas said contract/bid has been assigned by Thomas K. Moore, Jr. to Coastal
Marine Properties, LLC.
NOW, THEREFORE, said Grantors, acting as Commissioners as aforesaid, under
authority of said order of the Court and in consideration of the said purchase price of TWO
HUNDRED THOUSAND AND NO/100 DOLLARS ($200,000.00), has bargained and sold and
by these presents does grant, bargain, sell, and convey unto said Grantee, his heirs and assigns, a
certain tract or parcel of land lying and being in the County of Pender, State of North Carolina
and more particularly described and bounded as follows:
Being all of that tract containing 18.86 acres more or less as shown on a map entitled
"Boundary Survey for the Heirs of A. J. Shepard" recorded in Map Book 33 at Page 85,
Slide 451 of the Pender County Registry, reference to which map is hereby made for a
more complete and accurate description.
sub mitted electronically by "Bailey & Busby, PLLC"
ir.
.. compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender County Register of Deeds.

To have and to hold said lands and premises, together with all privileges thereunto
belonging to him the said Grantee and his heirs and assigns in as full and ample a manner as said
Grantor as aforesaid is authorized and empowered to convey the same. Subject to ad valorem
taxes of record.
IN iESTIIvIONY WHEREOF, said rs, acting as Commissioners as aforesaid, has
hereunto set their hands and seals the and year st above written.
LAWRENCE S. BOE13L
IV
RICHARD V. BIB RSTEIN, JR.
Commissioner
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I, , a Notary Public, do hereby certify that Lawrence S.
Boehling, as C mmissioner, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
stress my hand and notarial seal this ?-�~day of SEPTEMBER, 2016.
iog expires: l (�
STATE OFYNORTH CAROLINA
COUNTY OF PENDER
0 =KIMEIERLY
rolina
r
RS
I, Knib&14 F. Notary Public, do hereby certify thatRICHARD V.
BIBERSTEIN, JR., 91 Commissioner, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and notarial seal this day of SEPTEMBER, 2016.
&nww&��
Notary Publi
My commission expires: c

WIX TVLV r V LaJVL — Lvv—r k%jl UV V7r LVv 1 %./%J r V
This Document eRecorded: 09/22/2016 11:37:18 Al
Fee: $26.00 DocType: DEED Tax: $30.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
Excise Tax $30.00
Parcel No.: 4215-10-5199-0000
Delinquent taxes, if any, to be paid by Closing Attorney to the Pender County Tax Collector upon disbursement of closing
proceeds.
This instrument was prepared by: Bailey & Busby, PLLC - HAMPSTEAD OFFICE
Return to: Grantee
Brief description for Index:
Metes and Bounds
The attorney preparing this instrument has made no record search or title examination to the property herein described, unless
the same is shown by his written and signed certificate. Further no tax advice of any nature has been rendered to the parties to
this instrument.
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this the Z ( day of September, 2016, by and between:
"GRANTOR"
Bernice Andrews Shepard, widowed and not
remarried
MAILING ADDRESS: 243 Tabbs Lane
Newport News VA
23602
"GRANTEE"
Coastal Marine Properties, LLC, a North Carolina
limited liability company
MAILING ADDRESS: 104 Wyndham Way
Wilmington, NC 28411
All or a portion of the property herein conveyed _ includes or X_ does not include the primary residence of a Grantor.
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.
submitted electronically by "Bailey & Busby, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender county Register of Deeds.

WITNESSETH
The Grantor, for a 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 or parcel of land situated in the County of Pender, State of North Carolina, and
more particularly described as follows:
A certain tract or parcel of land lying and being in Topsail Township, Pender County, North
Carolina and being the Robert & Bernice Shepard tract recorded at Deed Book 572, page 199
and shown on Map Book 24, page 51 and being more particularly described as follows:
BEGEVN G at a concrete monument on the southern right of way of U.S. 17 and N.C. 210
(100 ft. public right of way), said monument being located N 40-24-15E 776.43 ft. from N.C.
Grid Monument "Bethel" (published coordinates N=249,862.04 ft., E=2,410,948.35 ft.), said
monument having N.C. Grid coordinates N=250,453.29 ft., E=2,411,451.61 ft.: Proceed from
said point of beginning and with said southern right of way N 39-29-35 E 79.03 ft., to a point,
thence leaving said southern right of way. and with the eastern line of said Shepard tract S 21-
46-49 E 638.45 ft. to an iron in the northern line of Tract 2 (map book 49, page 128), thence
with the said northern line S 66-25-23 W 49.29 ft. to an iron at the northwestern corner of said
Tract 2, thence with the western line of said Shepard tract N 23-40-46 W 574.09 ft. to a
concrete monument, thence continuing with said western line N 2349-59 W 28.28 ft. to the
point of beginning and containing 0.85 acres according to a survey by Hanover Design
Services, P.A. All bearing are NC Grid NAD 83(2011).
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 except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
(1) Ad valorem taxes for 2016 and subsequent years;
(2) General utility service easements and rights of way of record;
(3) Matters shown on maps recorded in the local County Registry;
(4) Applicable local, county, state or federal government laws or regulations
relative to environment, zoning, subdivision, occupancy, use or construction
of the subject property;

IN WITNESS WHEREOF, the Grantor hereunto set his hand and seal, the day and year first
above written.
(SEAL)
7 - Bernice Andrews Shepard
State of -/ t ik(.tN t pt
Countyof t1�R�tSEWS
I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she
voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Bernice Andrews
Shepard.
Witness my hand and Official Seal on this Date shown.
Notary Public
My Commission Expires: ao ao
Date: 2Z)a flNLP-a , of D1
Vvzo�ir �„�
%Ci0
{��IB IC
- 'A :
v OF =1
�f,IWS h4f Virginia
=�
My immiinibn Ekpirn

STORM SEWER CALCULATIONS
AND STORMWATER MANAGEMENT
for
Hampstead Marine Center
PREPARED FOR
Coastal Marine Properties, LLC
104 Wyndham Way
Wilmington, NC 28411
Adam H. Grady, PE
Hanover Design Services, PA
1123 Floral Parkway
Wilmington, NC 28403
C-059 i
�CEAVE
JAN 141017
ew S'Gv.

POND 1 SUMMARY:
DRAINAGE AREAS
IMPERVIOUS AREAS:
TYPE
AREA (sf)
AREA (AC)
PARKING/ROADS
77,457
1.78
BUILDINGS
35,824
0.82
SIDEWALK
318
0.01
OTHER
6,000
0.14
FUTURE
30,000
0.69
TOTAL IMPERVIOUS
149,599
3.43
TOTAL IMPERVIOUS (NOW AND FUTURE) (sf): 149,599
DRAINAGE AREA (sf) 248,854
PERCENT BUA 60%
CALCULATED USED
Average Depth (FT): 3.74 3.5
SA/DA FACTOR FROM TABLE 6.00%
SA REQUIRED 90% TSS REMOVAL (SF): 14931
SA PROVIDED AT WSEL (SF): 16186.5 OKAY
VOLUME REQUIRED
(SIMPLE METHOD): For 1.5"
SEE PAGES A.1 AND A.2 "CONTROLLING URBAN RUNOFF:
A PRACTICAL MANUAL FOR PLANNING AND DESIGNING URBAN BMPs"
V= 3630*R(D)*R(V)*A
R(V) 0.591036511
R(D) 1.5
A 5.712901745
VOLUME REQUIRED(cf):
VOLUME AT EL 35.5 (cf):
SIMPLE METHOD PRE MINUS POST:
VOLUME REQUIRED
(SIMPLE METHOD): For 3.83"
V= 3630*R(D)*R(V)*A
R(V) PRE
R(V) POST
R(D)
A
18385
18552 OKAY
0.05
0.591036511
3.83
1.988
VOLUME REQUIRED (cf): 14954
VOLUME AT EL 35.5 (cf): 18552 OKAY

VOLUME CALCULATIONS:
VOLUME (CF)
AREA (SF)
AVERAGE DEPTH:
FOREBAY PERCENT VOLUME
DRAWDOWN CALCULATIONS:
State Storage Elevation:
Orifice Diameter (in)
Coefficient
Area of Orifice (sf)
Gravity (ft/s"2)
Head (ft)
Discharge = Q (cfs)
Time (Days):
FOREBAY
MAIN
13324
47176
4903.5
11283
35.5 Permanent Pool
2
0.6
0.021816616
32.2
0.333333333
0.060648622
3.508603315 OKAY
TOTAL
60500
16187
3.737683 OKAY
22.02% OKAY
34.5

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POST DEVELOPED ROUTED-SCS METHOD
14212 ENG base 3_2016-12-16 Type 11124-hr 1-Year Rainfall=3.60"
Prepared by HANOVER DESIGN SERVICES Printed 1/3/2017
HydroCAD®10.00-18 s/n 09300 © 2016 HydroCAD Software Solutions LLC Page 1
Summary for Pond 1 P: POND 1
Inflow Area = 5.780 ac, 55.36% Impervious, Inflow Depth > 1.18" for 1-Year event
Inflow = 6.01 cfs @ 12.20 hrs, Volume= 0.570 of
Outflow = 0.18 cfs @ 19.97 hrs, Volume= 0.132 af, Atten= 97%, Lag= 466.3 min
Primary = 0.18 cfs @ 19.97 hrs, Volume= 0.132 of
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs
Peak Elev= 35.54' @ 19.97 hrs Surf.Area= 0.463 ac Storage= 0.443 of
Plug -Flow detention time= 414.4 min calculated for 0.132 of (23% of inflow)
Center -of -Mass det. time= 270.6 min ( 1,136.4 - 865.8 )
Volume Invert Avail.Storage Storage Description
#1 34.50' 1.435 of Custom Stage Data (Prismatic) Listed below
Elevation Surf.Area Inc.Store Cum.Store
(feet) (acres) (acre-feet) (acre-feet)
34.50 0.372 0.000 0.000
35.00 0.434 0.201 0.201
35.50 0.461 0.224 0.425
36.00 0.482 0.236 0.661
36.50 0.504 0.247 0.907
37.00 0.526 0.258 1.165
37.50 0.554 0.270 1.435
Device Routing Invert Outlet Devices
#1 Primary 32.50' 18.0" Round CULVERT L= 45.0' Ke= 0.500
Inlet / Outlet Invert= 32.50' / 32.00' S= 0.0111 T Cc= 0.900
n= 0.013, Flow Area= 1.77 sf
#2 Device 1 34.50' 2.0" Vert. Orifice/Grate C= 0.600
#3 Device 1 35.50' 3.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
#4 Device 1 36.00' 16.0' long Sharp -Crested Rectangular Weir 0 End Contraction(s)
#5 Secondary 37.00' 90.0 deg x 30.0' long EMERGENCY SPILLWAY Cv= 3.33 (C= 4.16)
PrimaryOutFlow Max=0.18 cfs @ 19.97 hrs HW=35.54' (Free Discharge)
L =CULVERT (Passes 0.18 cfs of 12.87 cfs potential flow)
2=Orlfice/Grate (Orifice Controls 0.10 cfs @ 4.71 fps)
3=Sharp-Crested Rectangular Weir (Weir Controls 0.07 cfs @ 0.64 fps)
=Sharp -Crested Rectangular Weir ( Controls 0.00 cfs)
econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=34.50' (Free Discharge)
=EMERGENCY SPILLWAY It Controls 0.00 cfs)

. POST DEVELOPED ROUTED-SCS METHOD
14212 ENG base 3_2016-12-16 Type 11124-hr 9-Year Rainfall=3.60"
Prepared by HANOVER DESIGN SERVICES Printed 1/3/2017
HydroCAD®10.00-18 s/n 09300 © 2016 HydroCAD Software Solutions LLC Page 2

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