SW7051116_HISTORICAL FILE_20190605

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ����G,
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
L�HISTORICAL FILE
I
DOC DATE
46-15
YYYYMMDD

North Carolina Secretary of State Search Results
Page 1 of 1
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Limited Liability Company
Legal Name
MDS Investments, LLC
Information
Sosid: 0810940
Status: Revoked
Annual Report Status: Not Applicable
Citizenship: Foreign
Date Formed: 11/2/2005
State of Incorporation:
VA
Registered Agent: Nash, Thomas P., IV
Addresses
Reg Office
200 N. Water Street, Suite 2A
Elizabeth City, NC 27909
Principal Office
2211 Frederick Blvd.
Portsmouth, VA 23704
Company Officials
Reg Mailing
200 N. Water Street, Suite 2A
Elizabeth City, NC 27909
Mailing
2211 Frederick Blvd
Portsmouth, VA 23704
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Maurice Slaughter
2211 Frederick Blvd
Portsmouth VA 23704
https://www.sosne.gov/online_services/search/Business_Registration_Results 6/5/2019

•1
Dec 13 05 09:42a Coastal Engineering
r(2521-261-1333
'
p.l
CO");73 al ENGINEERING & SURVEYING, INC.
J
FAX COVER SHEET
COASTAL ENGINEERING & SURVEYING, INC.
934 West Kitty Hawk Road
P.O. BOX 1129
KITTY HAWK, NC 27949
PHONE [phone]
FAX [phone]
fSend To: Roger K. Thorpe
From: John C. Norris
I
NCDENR
Attention: ROGER THORPE
Date: 12/13/05
Office Location.: Washington Regional
Subject: Kitty Hawk Harley
SW7051106
Fax Number: 252.946,9215
Project 0: P452
® Urgent ❑ Reply ASAP [] Please Comment ❑ Please Review
❑ For Your Information ❑ As Requested
Total pages, including cover.- 2
COMMENTS
Roger,
I sent out the rest of the revisions for Kitty Hawk Barley Davidson last night.
This is the authorization for me to sign as their agent. Give me a call if you
Have any questions. 252.599.1264
Thanks
John C. Norris
P0. Box 1 129 • 934 W. Kitty Hawk Rd. • Kitty Hawk, NC 27949 • (252) 261-4I51 • Fax: (25:1) 261-I333
4915 Wi ters Edge Drive • Suire 110 • Raleigh, NC 27606 • [phone] • Fax: [phone]

Dec 13 05 09:42a Coastal Engineering
J
12/12/2EtA5 19:7.F 7573975513 BAYSIDE H U
(252)-261-1333
p.2
PAC7F A
MDS INVESTMENTS, LLC
3403 HIGH STREFT
PORTSMOUTH, VIRGINIA 23707
757-397-5550
Decernher 12, 2005
Mr. Roger K. Thorpe
Environmental E*neer
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27989
❑ear Mr Thorpe:
This ],-tier is to authorize My, John Nonis to sign on behalf of TvOS investments,
LLC for storrnwater related agreements.
If you have any questions or need further information, please call me at 757-397--
5550. Thank you for your assistance.
Sincerely,
rhr
eD aughter
Membe

MDS INVESTMENTS, LLC
3403 HIGH STREET
PORTSMOUTH, VIRGINIA 23707
757-397-5550
December 12, 2005
Mr. Roger K. Thorpe
Environmental Engineer
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
.Dear Mr. Thorpe:
RECEOVED
DEC 16 2005
DWQ-WARO
This letter is to authorize Mr. John Norris to sign on behalf of M.DS Investments,
LLC for stormwater related agreements,
If you have any questions or need further information, please call me at 757-397-
5550. Thank you for your assistance.
Sincerely,
Iu!%tom"
rice D. aughter
Membe

Coas;a1
ENGINEERING & SURVEYING, INC.
December 12, 2005
Mr. Roger K. "Thorpe
Environmental Erngincer
Washington Regional Office
NCDENR Division ol' Water Quality
943 Washington Square Mall
Washington, NC 27889
Re: Kitty Ha\vk Harley Davidson Comments
Dear Mr. "Thorpe:
ECEIVEE)
DEC 7 4 2005
D Q' A RO
Thank you for the review of the above referenced project. We have made the following
revisions to address your comments:
We have attached a letter giving me authority to sign as N4DS Investments, LI-C
agent.
2. The vegetative shelf has been extended to 10 feet. A cross section of the pond has
also been included.
3. Roof drains have been added and drainage areas summarize the drainage pattern.
4. A cross section has been provided showing the pond and underwater berm.
Please review the revised drawings and calculations and call me if you have any
questions.
Sincerely,
Coastal Engineering and Surveying, Inc.
John C. Norris
Project Manager
P.O, Box 1129 934 W. Kitty Hawk Rd. • Kitty Hawk, NC 27949 • (252) 26I -415 I • Fax. (252) 26I -1333

C)F W AT Michael F. Easley, Govemor
p WIxRO
ii William G. Ross Jr., 5ecretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E. Director
Division of Water Quality
December 8, 2005
Mr. Maurice Slaughter
MDS Investments, I_LC
3403 High Street
Portsmouth, VA 23707
Subject: Stormwater Review SW7051106
Kitty Hawk Harley Davidson
Currituck County
Dear Mr. Slaughter.
This office received a Coastal Stormwater permit application and plans for the subject project on
November 3, 2005. A preliminary review of your project indicates that your project as submitted does not
meet the requirements of our stormwater regulations. Before a State Stormwater permit can be issued the
following additional information is needed.
1. The application and the operation and maintenance agreement were both signed by John
Norris on your behalf. These documents must be signed by a principal executive officer or we
must have in writing that someone else is authorized to sign.
2. The State Stormwater Best Management Practices Manual recommends that the vegetated
perimeter shelf be at least 10 feet wide. Please include on the plans a cross section of the
pond that shows the width of the vegetative shelf. Also the vegetative shelf should extend up
to the permanent pool elevation.
3. Please show on the plans how the stormwater from each building will be routed to the wet
detention pond.
4. Please include a cross section of the underwater berm that separates the forebay from the
main pond.
The above requested information must be received in this office prior to January 8, 2006 or your
application will be returned as incomplete. The return of these projects will necessitate resubmittal of all
required items including the application fees. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued poor to
any development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone],
Sincerely,
;'- �
Roge K. Thorpe
Environmental Engineer
Washington Regional Office
cc: Coastal Engineering and Surveying, Inc.
Washington Regional Office NorthCarolina
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr-slatt-rc us 943 Washington Square Mall, Washings NC 27899 1-977-623- i748

Yn `tinoe
NOV - 7 2005-5"cl57lo6 L&
FIN ANC,AL�RESP�ONSIBILITY!OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed_and nvw�he_
Land Quality Section, N.C. Department of Environment and Natural Resources, �Ple�seky ar 1�ik%and,
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A.` ' NOV _
r I
fl � 2005
1. Project Name ,' Al tvve /4r%
2. Location of land -disturbing activity: County C ✓1'0 v c"k City or TovVnship
'Plr';sk
Highway/Street 8-'3�{ C�1ru CY.� 14atitude .3066' 0.31' Longitude_ 7S-I'J yip t yI/
3. Approximate date land -disturbing activity will commence: 0_1_/at /0",
4. Purpose of development (residential, commercial, industrial, institutional, etc.): C.'C&IKA ecuu
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3. /0 ire,
6. Amount of fee enclosed: $ C�cc The application fee of $50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed _A-
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity.
Name E-mail Address e Ccc� // , r
Telephone Cell # Fax # as 0 Ju
Landowner(s) of Record (attach accompanied page to list additional owners):
Name Telephone Fax Number
Current Mailing Address Current Street Address
City State Zip City State Zip
10. Deed Book No. Page No. 6�,j - y y Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Name E-mail Address
Current Mailing Address Current Street Address
/
City State Zip City State Zip
Telephone 1'� ��' a Fax Number �1A _

I ;;;�
2. (a) if the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
A
Name
N16 Current Mailing
(Mailing Address
e6z La —
City State Zip
Telephone
E-mail Ad ess
Lyzd _
Current Street Address
N4
City State Zip
Fax Number
(b) if the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent
,1 CCEC �,',�
Name of Registered Age E-mail Address
NOV 0 2 2005
Current Mailing Adress Current Street Address
_ Arts �/�` 23 � � � ,.f,_i ;;� ++„uH !7'J 5`
City State Zip City
Telephone_ 7SjL Jt f Fax Number
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
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 Person). l agree to provide
corrected information should there by any change in the information provided herein.
Type print name Title or Authority
/'• R - i 3f G
ig ure Date
I, 1 n [ �cm� 0'5l �-� , ay Notary Public of thejCountyLof �c�l"�'-
3oYlri Viol-6,5 oo be-VY.c(] G�
State of North Carolina, hereby certify that rY) ur'iCe_ 'SA CL.,t_c i✓ appeared
'
personally before me this day and being duly sworn acknowleed that the above form was
executed by him.
Witness my hand a y potariai seal,
TAp
Seal'��" °
•
�.
Ci:114.7
this :36t day of _Cc�&Dc'r 20 GS
Not ry
My commission expires_mctu

Coastal Engineering & Surveying, Inc.
934 West Kitty Hawk Road
Entrance #3
Kitty Hawk, North Carolina 27949
Phone [phone]
Fax [phone]
To: ATTN: Surface Water
NCDENR Washington
943 Washington Square Mall
Washington, NC 27889
We are sending you the following:
❑ Shop Drawings ® Prints
❑ Letter ❑ Specs
❑ Change Order ❑ Plans
FECEIVED
NOV - 3 2005
DWQ-WARQ
LETTER OF TRANSMITTAL
Date: 10/31/05 1 Project No: P452
Attention: Surface Water
Re: Kitty Hawk Harley Davidson
Stormwater App.
Via: FedEx
❑ Samples
❑ Payment Application
® Other
Copies
Date
No.
Description
2
10/31/05
1
SW and SESCP Plan P452
2
10/31/05
1
Stormwater Caics.
1
10/31/05
1
Check $420.00
1
10/31/05
1
SW App. w/ wet det. Basin su
These items are transmitted as checked below:
® For Approval ❑ Reviewed
❑ For Your Use ❑ Reviewed as Noted
❑ As Requested ❑ Revise & Resubmit
❑ For Review and Comment ❑ Returned No Action
❑ Prints Returned After Loan To Us
Remarks:
Copies:
❑ Architect
❑ Owner
❑ Engineer
❑ Owner
❑ Contractor
❑ Owner
Signed: / 7�

1112M C FE. i V E 0
NOV -'3 2005
DWQ-WARQ
Stormwater Calculations
Kitty Hawk Harley Davidson
Currituck County, NC
Prepared for: NCDENR
10/20/05
Prepared by:
Coastal Engineering and Surveying, Inc.
Kitty Hawk, NC

The
Crrituck
access. i i
the site is
driveway.
Storm Water Management Narrative
Kitty Hawk Harley Davidson
Powell's Point, NC
above referenced site plan has been submitted for approval to
,ounty. The site consists of a 31,434 square feet of building and
:ely 49,331 square feet of concrete and asphalt for parking and
total site area is 3.26 acres, The percentage of lot coverage for
8%. The owner will install a 24" HDPE pipe under -the proposed
The stormwater will be collected in drop inlets and curb inlets located
in the paA ing area of the site. It will be conveyed by HDPE pipe to a
retention and located at the front of the lot. There will be an overflow
structure, ith an orifice located at 7.5, which will 'regulate the normal water
surface level. The emergency overflow will be located at 9.0'. This pond
will retain 3.57" of stormwater for all impervious surfaces on the site. The
water will flow into an existing swale on US 158.
Th_�s Swale flows approximately 2,000 feet to the southeast.
Topograp is surveys were performed to verify the.discharge point of the
swale. The invert at the pipe under the site's proposed driveway is 8.3', the
centerline of the ditch at the point where it turns east is 3.78'. The slope
along this ditch is consistent. The storm water will be treated in the
vegetated r wale for a distance of approximately 2,600 feet to the southwest.
Stormwat calculations are attached.

Page 1 of 5
Surface
ToW Area
(ft)
Impervious Area
(fe)
Area
(acres)
Parking and Driveway
46,420.00
46,420.00
1.07
Buildings
31,430,00
31.430.00
0,72
Open Space
61,218.DD
O.00
0,00
Sidewalk
2,984.00
2,984.00
0.07
0.00
0.00
0,00
0,00
0.00
0.00
Total
142,052.00
80,834.00
1.66
Total Impervious Area (ft`)
Total Site Area =
% Impervious
Runoff Coefficient -
Storage Volurne for 1.5" E
Basin Design
80834.00 = 1.86 acres
142,052.DO ft'- 3.261065 acres
56.90 %
R = 0.05 +(0.009)1
R - 0.5621
= Vol. _ (Rainfall)(Rt,)(Drainage Area)
_ (1.5")(1712-)(0.5770)(142,052)
6660.009 ft,
Two borings were made to I entity the average seasonal high ground water table.
The seasonal high groundwater table at this site is at approximately ELEV. - 5.0 ft. In order for our basin to be
a wet basin, the bottom wo d need to be at ELEV. a 3.0 ft (2ft below the SHGWT), Therefore, our basin will
remain wet at all times. We vdll need to provide an orifice at the normal water surface (ELEV. = 7.5 ft) in order
to drawdown the 1.0" rafnfali event in 2 - 5 days. We will be piping our wet basin to an existing grass swale.
The normal water surface is raised to 7.5' due to the downstream discharge elevation.
Determine the SAIDA Ratio and Permanent Pool Depth based on:
% Impervious =
Normal Water S rface Elevation =
Drainage Area
We use the $.O' SHWT to determine SAIDA
56.90 %
7.50 ft
80834 ftZ
FADocumentslProjects1P0452.04 GYMSTAMStormwateAstormwater talcs

Page 2 of 5
SAIDA - 900A TSS Removal @56.9% impervious
Depth
SAIDA°%
Req'd SA
(ft'r)
3.0
6.6
5335.044
3.5
57
4607,538
4.0
5
4041.7
4,5
4.5
3637.53
5.0
4A
3314.194
5.5
3.8
3077692
6.0
3.2
2586.688
6.5
2.7
2182.518
7.0
2.2
1778.348
7.5
1.8
1455.012
For 5.0 ft. depth and 90%
Wet Basin Provided
We will be discharging
Permanent Pool Elevation =
Overflow Elevation =
Temporary Pa)] Depth Q
Overflow SA =
Storage Volume =
c
Storage Depth for required
Rainfall (inches)
We have provided
We need to drawdown a 1.!
0 = cA 2gh
Vol = 568C
Time - 2-5
i removal we need 3314.2 ftz of permanent fool surface.
Permanent Pool Elevation =
7.5 ft.
Permanent Pool Depth -
7,5 ft.
Permanent Pool SA -
7760.48 ft2
Permanent Pool Volume
27483.5 ft3
erough HOPE pipe into an existing grass lined Swale
7.5 ft
9.0 ft
1.5 ft
10001.59 ftZ
[(7997.43 +10001.59)12)"(1.5)
13321.553 ft3 > 56W.009 ft,
OK
forage Volume = 0.6396 ft or ELEV W 8.140 ft
13518.11 ft3 a (x')(1712-)(.5621)(80834)
X. 3.52 inches
for 3.62 inches of runoff over all impervious surfaces.
' event in 2 -5 days.
01 ft,
days
0 = Discharge rate cfs
c = Discharge coefficient, 0.60 -0.68 use 0.64
A - Orifice Area, ft
g - 32.2 ft/sec
h - Height above the center of orifice, 0.8808 ft
F:0ocumenWProtects1P0452.04 GYMSTARZtorrnwaterlstormwater calcs

Page 3 of 5
VollTime =(5680.0112days)(1day124hr)(1W60min)(1min160sec).
Q, _ = 0.0328704 cis
05 = 0.0131492 cfs
Try a 1' Diaineter Orifice
Q = 0.0262891 6
Time - VoI10 = 2.50 days
Use a 4" SCH 40 PVC pipe capped with a 1" diameter orifice drilled in the and @ ELEV 7.5,'see drawings.
a
Use Rational Formula ; Q = CIA
(1) Area - 142,052.)0 ftz
l71 Runoff Coa(fieient
Surface Area
CIO
46,420.00
0.81
—Asphalt
Conc. 2984
0.63
Roof 31,430.00
0,83
Grass 61,218.00
0.3
ti
ClOwtiguod =
34414.00
(3) Intensity
Be conservative, use t. = 5 1 nin.
From Hatteras IDF Curve: 113 = 6.25 inlhr
Q10 = CIA = 12.128274 cfs (into basin)
These will be the maximum flows into the basin, however we are storing runoff from ELEV = 7.5 to ELEV = 9.0.
Therefore, the released runc R fiowrato will be reduced due to the basin's storage capacity.
Max. Storage Vol. = 13321.553 fts
Now calculate the depth of infall overall surfaces for the max storage capacity.
Depth = (13518,111142052)
= 0.0937794 08 ft = 1.13 in,
The runoff coefficient is dir ly related to runoff and intensity.
I = RunofflC
F:1Documents%Projects1P0452.04 GYMSTAR1Stormwaterl'stormwater talcs

Page 4 of 5
110 = 1.14 in1.595 =
Now calculate the reduction i
Qia.a = (1.92)(0.595)(3.2,
010= 6.45842.M.
Use Manning's Equation
Q - (1,4861n)(A)(R )213(S)112
Use HDPE N-12 pipe with E
1,8911641 inthr
2 (due to the storage capacity)
= 3.6698492 cfs
cfs
0.006
Pipe
Diameter
(in)
Capacity
(cfs)
18
8.8143888
24
16.982901
30
34,418315
36
55.96801
42
84.423793
We need the pipes to handIt the flow of 010 = 8,458425 cfs
To be conservative, we wil t use 2 -18" HDPE Pipes running 160' from the overflow structure.
lnflltratiO17 Rates
The soils at the she are C and No from the Currituck County Soil Survey.
Their K values are 0.15 and P.17 respectively.
Hydraulic Conductivity = K � 16 °!„y
K=(18°l�,r)(t2indfoot)(1dal 124hrs)
K=BI"!M
According to the state Stom iwater Regulations, infiltration rates must be at least 0.52 in/hr.
Our soils greatly exceed tha standard.
3
Now we must calculate the ime that it will take for the 1" rainfall event to completely infiltrate
with a normal water surface of ELEV = 7.5
Vol = 56M.0097 ft3 Volume of 1" rainfall - required storage capacity.
Width = sgrt((1.2019)2(3
i
F:0ocumentslProjects1P0452.04 GYMSTARIStormwatehstomwwater calcs

Page 5 of 5
Width - 4.3336906 It
Area - (Safety Factor►(A 9 Perimeter)(Width)
Area = 853.910441,1 1
For infiltration Time (Wcola ion) use:
V„i = 3600klAt
Metric equation, so convert to metric units.
k = 0.00003527777 8 %,
Perimeter @ 5.0' =
Perimeter @ 6.0' =
I . 1. mlm Soil is saturated.
A. 79.33 m'
t = 15.964229 7 hrs 0.67 days
A 1" rainfall will infiltrate ir) 0.67 days.
382.95 R
405.21 ft
i
FADocumentsTrojects\P0452.04 GYMSTARLStormwaterlstormwater Talcs