SW7090325_HISTORICAL FILE_20210526

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW : 2�2 ,25-
DOC TYPE I ❑ CURRENT PERMIT
❑ APPROVED PLANS
Eg HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
MAN WRENN
Director
Mr. Frank D. Williams, Jr.
119 Longwood Drive
Stella, NC 28582
Dear Mr. Williams:
NORTH CAROLINA
Environmental Quality
May 26, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090325
Family Karate Center
Craven County
Waco
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090325 for a stormwater treatment system consisting of a Sand
Filter System serving a Family Karate Center located on US Hwy 70 in Havelock, NC
expires on December 30, 2021. This is a reminder that permit renewal applications are
due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
hftps://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone] or by e-mail. I
will be glad to discuss this by phone or meet with you. If you would like, I can e-mail you
a copy of the application forms. You can request a copy by e-mailing me at
roger. thorpe(a)ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
Zt( North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
J/ Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

INq A C)
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
PAT MCCRORY
Cnvemor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
September 16, 2016
Mr. Frank D. Williams, Jr.
119 Longwood Drive
Stella. NC 28582
Subject: Stormwater Permit Inspection
Stormwater Management Permit SW7090325
Family Karate Center
Craven County
Dear Mr. Williams:
On September 14, 2016 a stormwater compliance inspection was conducted at a facility that was
permitted as the Family Karate Center located on US HWY 70 East in Havelock, NC. State Stormwater
permit SW7090325 was issued on February 3, 2012 for the construction and operation of a sand filter
system to treat stormwater runoff from impervious surfaces on the site. The sand filter system was found
to be in need of maintenance. Vegetation was growing over a significant portion of the sand filter surface.
Please remove the vegetation, check the depth of sediment in the sediment chamber and return the sand
filter to its original operating condition within 30 days and notify this office when complete so that the
facility can be re -inspected.
Permit SW7090325 requires that this stormwater treatment system be properly maintained as designed.
Enclosed is a copy of the operation and maintenance agreement signed by you during the permitting
process. Failure to comply with a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone].
Enclosure
Sincerely,
eo-�/
ge K. Thorpe
Environmental Engineer
State of North Carolina I Environmental Quality [ Energy, Mineral and Land Resources
943 Washington Square Mall. I Washington, NC 27889
252-946-6481 T

t
31 January 2012
Mr. Roger Thorpe
NC DENR, Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Review SW7090325
Family Karate Center Craven County
Roger,
RECEIVED
FEB - 1 2012
DWQ-WARO
Per our discussion, here is page 4 of the above referenced Stormwater Permit
Application. We are sending only page 4 as you have the original application.
We appreciate your help with this project.
Thanks again,
Sue Sayger, PE
388 MCCOTTER BLVD, HAVELOCK, NB 28532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3
KSMIENGIN EEBINOOOMAIL.00M

L
.lip

VI. KIBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above) Yod
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR�
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend RECEIVE®
- North arrow
- Scale
- Revision number & date FEB — 1 2012
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers RX %� Q—WARO
- Original contours, proposed contours, spot elevations, finished floor el �I �M
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):KSM1. Engineering, pllc
Mailing Address:388 McCotter Blvd.
City:Havelock State:NC Zip:28532
Phone: (252 ) 444-5765 Cell 252 349-5803 Fax: (252 ) 444-5765
E mail: ksmj.engineerinogmail.com
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Frank D. Williams, Jr.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.. _
Date: ) ve I l Z
Form SWU-101 Version 09.25.08 Page 4 of

0

suaw #wnw rwrma
:VWM 4CR9MZA J T
R.wpNa9» � 10
/ aM .DA /
avR ARerf 10 1" / AM
I. OAMA topPD ens AMIf/j' p AP NRPN. AAA0 OAO.
1. Ab AT. of 400 ANr (M I ow Abp.
a AAwAP1. aP ioeArrot .IALvh or AVR/YA wofNbt Aw*w A"I'M
A ANAT• AB kat . Aha ro..rNP of &W (AEC x0o AM i t
.aµ AVaO.r ( 10-I6-/0 N . I.M .f 50-10M Na pr
"'A 5A7-SM NA Aw Mug. of NM.AAwPAAb or AVw 1..
a Apb ~ M M.AYb Fl%A w Nw M AWO vw ANY
C"tp NAr A. eAYA- ..dhp AA.�MIwt.
A AAAN #.M bAb• woI ~ AAP. N by of . Mto of w x N./.
Family Karate Center
7YPE AA
IY iLl.y/IYf w.1fx
CA s e. INCR AMII
G. i ^� •�' Am A.w'AwLY mH
OA a eAvwrwrlAoaa..ie AAAI eww.niM
RECEIVE®
TOPOGRAPHIC NOTES,
VERTICAL COO" . ASSIIED REVAMM
W URA' DN FII M R ADJACERT MMMG
S 43UT . EMMPLS 1t SPOT ELEVATTKIN
=70kR INTERVAL "I
�• FLEW AIIMV W DRADNrAI
.a> TRWM DRSCTIRML ARIEIV
RR OM GYA~
—Tp — —LMMTM R LINE
RMTEB-ME W MTCN
DVEMEAB WILM
WATER REAM
SEVER MAM
MET DRAM TILE
ADJACENT PRIM -CM LDE
PROM" LME
• SC - SEWER Cll:Nl-GUT
MI 1} - POWER PR.E
• PN - PIES[ INYERMT
• W - WATER VALVE
• VN - WATER MITER
RYV - RIEM OF WAY
CL - CEft[ALME
M - E%IET➢MI WW APE
ERR CRC - WSTMD mW =
M CRIRSTE
M' - OVERT W PPE OR ➢ITCH
RCP - REI ME➢ CRCAETE PPE
M - TOP W CIIR
V - TOP V PAVRQIT
UTILITIES NOTES
M BE SERVED BY CITY WATER ANO SEVER
M ESRTMG TA FORMES
M MAVITY CRY SNER RNM AIARO R/V
SICK VATER/SEVLR E PVBLIC WRtlR DVTM.
SEE MANNMD AIR MSPCCTEM PRR N.LOCATIRI
WATER AND ME1fER LICATEO RY CITY Or IRV6aR(
M MMQD UTILITIES LOCATED InElt TNVI Do^
CALL "ITN CARU.ViA RE CALL CENTER
AT 1-010i]E-6%9 R[I'M MGM
ZONING NOTES
CLWim(TLY DRE➢ N[6MVAY CD IAL MCI
W MDEIUI /RMT LIEF
M MDmAMI REAR LDE
IT "REPAIR SM LIE
igr
1� :A.A� AMAMP
NOV 17 2011
® • Y Q • M a SRO
9
%=Am sw
L
®tolxv �
M. aLALM
EAK C J LRTLN
➢R. 049 PG. 470
M40 XC
r.
.�
.•.cn .q ' 1' �• .OA I A
a'
1
RIC
j A
•
��O�j4.lYt�BA��� I ��ONE
�� .iA��� �iQ�-1>Al��: Y
(REST)
t IsG . M M1
N
M
XC
1. xNAY T AEYMa army 0'4 xMftk'6rMw'AMMANM
M WRW CX ME == WIT Am A ANM? AMMM III A NAFOY
ORx AfM AUUM JIM MAI 0 AC ar ASRAMT Aga
'NM
Afe11O AMR7 ABSMYY RG LiIY Or AMMAX CMIDY QTNT,' AC
IT AL7IIRD YMT IS AII' MIEML AC
AIEa'EMYtMEr
/RAMAM/JM AN+EREr A'NIEMY/0T
IM MNMEtl ME SMNA AC
rr-Nl-~
d xWMWYC AmMA W NMWMTY NAY ACEA/ AAE AM aYA
0A AW AW AAMTYA M= AT JYO SIM MO AMBERS
NAMM Ar Mt
S CMM W ATar MVXr DOW Or Mal? N ARS ABM M MY
AA67MA'AN A aEAMIE vow AMMSQEY
ATNOW4Ar a6OM%W AMWAYAWNAAE
AA SEAT AMYL L AW N ACa%%W MM SK MV..
M0 07Y P' MELOR' AEE x Amw=
S Ni MND MLIM NAIY L AW N AA2lMW NM $27 ARM M WY
NN AMV T/AACMW Am SRT I M AM ow A/IME AUCMD
fAN! AA# r.ECY C r10MLY.CEMAMA C
6 (AEN AMEAW W ORE MMW WMMM eAE SMI[ Ar Y
NIOLP AROFArMO AIMIm M/p 1N1'r MI/N AOAE[ MOT NAT[Y.
N A
.r NMA A00.R0Ldoft QNov
xlA
r. xA1EAl716 ASSWIFRr /LIP.wraMR¢mrJM'/aC AAlaf
MM ME//MT NaJJ/ QDMN AT A Rmcr a' Amw MNTAPAYm1'
MI AI' M AMU" A MINE MAY Or MY.
A x ALP VW ARAM A MIRY RN x ROMW
OMW AMP MA Aw MWWCAN NMW AN' ALDER D-0-E
A COSIMO MAMMT NMN N A ROM MAY MEY. COMM M
REID eaa/r DIN AN z2C7 LMMEE
/a eMTAICMN awe C ft"RS r A Ar MMT AU ORDRN NN
AMMW CO MM SAAO/mS AT AEL
it OAYIMLmP m Am AP AUM AM MUM AIRS
M CMAWLW M NEW AU A WSM AND amws N AMID
B7OE SAPIAIC aMS7NA'/MN Am AVMY x DOMMEMM ar 4M)RA MIS
IS NX EmAM MWENCEMO f/IMAICT J L Awswr mwo
IN x MIORA•YOP M W AZW ARM M) x AETMIM Or
aA9MCAN N M NOW W MM UM/IES PC NAY AAT AGr
AEM WMMAMM MIMMES A@• SAY M Mr PaT
AMM7ARVIO9DYA;W .00 MS'r NIS AAtl AAT NaMIW SMAS AQ
AM WY ✓D AX MMfY (M(7Am MALC7AY 0V W O/MM
AM AMSTMA'IMN NNY aAMID eATM xAraaar eACNAAT Or
ME/as MIE NDI' PARE Am W NIf RDY AML9IAED er x
COMOCMN MAr CaOXXMY OW EAXMFEd W NAOMmMZ
NN )" RW AIIAMT ///M/IY MMA'A N x eMYrW
COMIC IC CW M eM4M MD ZWMI P RM L AVI MD YEAOrIY
/S MMSW'
ASA7 Ma SAIr.
NOV AIN OMMM'- AMAJ - SO sw AT /AV SEPT. 71.EAMED•d ARMAR
4JW SQrr AYMN .ELF ME r-MW NA AM SIM nAZCNM -MnPo1[Ea
/ND SON SmMA
Xx swo Mw . A IMAf MET ATam'D . M
/ AMADW NINE
I (EQ Asw mw or /AM (AE Aw Iw aw ar x moww
MW AND ADTEEV AMM A7 Or / (E11 /Odui AANAM' DC
AMWMr NAE /M ANMa ARPr MWr A(e A$=aRMYM M
AIR/MMP K L NERD M M M W #0AU E AS W CA' AY a' N/F
NAY MAe v"MEANER N Ap:AYmN7 MIM M6 NAY Am x ON O
MMUAX LOR a GMIYNLTS
SITE l E
E 9
Ll
CC*
MATE:
DEC.20R
scE E: AS 9
OESI(A(: SXS
OfUFT: SXS
/TC,X�ECME��,�M Bf: N
lm�
JOB
NUMBER: 2WB
SHEET / 0/
�Y•)�IY1/=7:�E•y�iil �E�K/)�lJ�[9111[�j�l

- DWQ USE ONLY
Date Received
Fee Paid
Permit Number
State of North Carolina
swgcK /09/11
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original NOV 17 2011
R v,
I. GENERAL INFORMATION ®WQ_WA^ o
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): �+
Frank D. Williams, Jr.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Frank D. Williams, Ir.
3. Mailing Address for person listed in item 2 above:
City:Stella State:NC Zip:28582
Phone: (252- ) 447-2446 Fax:
Email: [e-mail]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
473 US Hwy 70 West
City: Havelock County:Craven Zip:28532
6. Directions to project (from nearest major intersection):
Along service road /US Highway 70 E
7. Latitude:34° 54' 25" N Longitude:76° 56' 09" W of project
8. Contact person who can answer questions about the project
Name:Susan Sayger, PE Telephone Number: (252 ) 444-576 Ceti 349-5803
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
❑New
❑Renewal ®Modification
Form SWU-101 Version 02.19.08 Page 1 of

1 N h 1 I '! 1 1 I ' 1 f I I l 1 '1 -'

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberSW7090325 and its issue date (if known)AUG 31.2009
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control 7404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
The 1-1/2" will be controlled and treated by a sedimentation chamber/sand filter/grass filter. All impervious
surfaces will either sheet flow and drain into catch basins and into the sedimentation chamber, over the weir,
across entire length of sand filter and filter through sand and drain out to existing swale alond service road. The
sand filter is concrete, with a bottom elevation 1' above seasonal high water table.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 0.47 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area":0.47 acres 7. Project Built Upon Area: 71 %
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Slocum
Stream Class & Index No.
SC, Sw,NWS-27-112
Total Drainage Area (so
20861
On -site Drainage Area (so
20861
Off -site Drainage Area (sf)
0
Existing Impervious' Area (sf)
0
Proposed Impervious*Area (sf)
14840
% Impervious* Area (total)
71
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
7000
On -site Streets (so
7140
On -site Parking (sf)
On -site Sidewalks (sf)
700
Other on -site (sf)
Off -site (sf)
Total (sf):
14M
Fonn SWU-101 Version 02.19.08 Page 2 of 4

` Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon
area percentage calculation. This is the area used to calculate percent project built upon area (BUA).
10. How was the off -site impervious area listed above derived?N-A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each
lot number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can
be downloaded from itto:Zl2o.enr.state.nc.tis/suj2mp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state slormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms. Forms can be downloaded from
http://h2o.enr.state.nc.us/su/bnil2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wel Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretenlion Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 02.19.08 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at http://l12o.enr.state.nc.us/su/msi maps.hun)
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• OrigW61 and onel6py of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above) WO HAdf 08.16 W A L-.
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP L _
• Permit application processing fee of $30.5 ($4,000 for Express) payable to NCDENR t'oo wdt- 02k4u,4 -
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Developgwbf/PrgjeCt name
- Engiwer andfirm
- Led
- Norwarrow
- Scab
Revisielfnumber & d to
Mepiiigh water line
Dimensioned pro rty/project boundary --
Location mRrwith named streets or-rgaR numbers
Original ours, proposed c4��ctteeurs, spot elevS6ons, finished fly»r ee tions
Details of roams drainage features, ollection systems, and slormwa[er control measures
Wetlands delineated, or a note�Ians that none exist 'A#{6 t9' jP I.
Existin&dr ' ge (including of -site), drainage easements, pipe�runoff�ulations
Drainagare elineated
Vegetat offers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):KSMI, plic
Mailing Address:388 McCotter Blvd.
City: Havelock State:NC Zip:28532
Phone: [phone] Cell 349 5803 Fax: (252 ) 444-5765
Email:habersaygi:@aol.com
VHL APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) SA !c ee,
certify that the information included on this permit application form is, to the best of my kdowfedge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Date: 11-1-11
Form S WU-101 Version 02.19.08 Page 4 of 4

FAMILY KARATE CENTER INC.
JENNIFER M. WILLIAMS
FRANK D. WILLIAMS
PH. 252-447-2446
320 HWY. 70 W.
HAVELOCK, NC 28532
rav To
A/ i
E THEOR ER
e6-7469/Ml y�/^ 3839
DATED" .-c.� L'(
LdnM'a. NLdLM11L1
MEMO
42S31746931:10900003LI9 7111 39
RECENE°
Noy � � zoo
m
$
DOLLARS

g �
��� .
�. --.
/
� u
�
4
6
�
i
4�
�.
C
�^
f1 e
� a
Ci
S
..'
r,
1
�_

. • � iNrlhiM,
November 16, 2011
Mr. Samir Dumpor
NC DENR, Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Review SW7090325
Family Karate Center, Craven County.
Samir:
RECEIVED
Nov 17 2011
D Q—WARO
As always thank you in advance for your review of this project. This project was
permitted in July 2009 by your office. Heather Steinecher was the reviewer and the site
was permitted as High Density with a closed sand filter and sediment chamber forebay
facility within the City of Havelock, NC limits. The owner is now ready to start
construction, however there have been a few changes, primarily reduction of impervious
surfaces within site.
We are submitting this package as a permit modification. Enclosed are revised drawings,
original submission documentation, Stormwater Permit SW7090325 and revised forms,
including Sandfilter Supplement and Stormwater Application and check to NC DENR for
$505.
As always if you have any questions, please call.
Sincerely,
ZA&W, 02 V. .
Susan H. Sayger, P.E.
Cc:Mr. Frank Williams, PhD
Mr. Scott Chase, Planning Director City of Havelock
dKov
388 MCCOTTEB BLVD, HAVELOCK, NC 28532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3
[e-mail]

. .
- �
y;
.�.
-,
. ._

F"ILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
STORMWATER PERMIT APPLICATION
SEDIMENTATION CHAMBER/SAND FILTER
14,840 (Revised 11/20/2011) SOFT. BUILDABLE AREA
20,861, 0.47 AC SITE

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
TABLE OF CONTENTS
PAGE
SECTION
I-2
Narrative
3
Vicinity Map
4
DWQ Stream classification
5-8
Stormwater Application (and copy)
9-10
Sand filter supplement
11-13
Sand filter O and M agreement
14
High density commercial deed restriction
15
Calculations
16
Seasonal high water table soils report
17
Craven County Soils map
18.-21
Deed
19
Permit
2

FAMILYSARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
STORMWATER PERMIT MODIFICATION
NARRATIVE
Introduction and Existing Conditions
This narrative discusses modification of stormwater permit SW7090325 (August 31, 2009) for the
Family Karate Center project. Originally the site plan proposed construction of the Family Karate
Center project and 18,052 sq.ft of impervious surfaces, including a 7,000 sqft commercial facility.
Total impervious surfaces have been reduced to 14,840 sqft by a reduction in paved parking area.
Building to remain 7,000 sq.ft.. The site is located on the south side of the service road of US Highway
70E, within the City of Havelock, Craven County, North Carolina. The easterly adjacent parcel is
currently wooded and vacant. The westerly adjacent parcel is Awake Insurance agency. The plan is for
construction of a slab on -grade, metal -building, finish floor is 49.6 feet. The total lot is 0.4789 acre and
is zoned commercial. The owner and operator of the facility is Mr. Frank Williams, PhD.
In general, the parcel drains over a minimal grade towards an existing ditch along the service road. As
seen on the included location and topo map, the ditch and the site drains to an unclassified existing
ditch, then over 1 1/2 miles to Slocum Creek a tributary of the Neuse River, classified as a SC, SW and
NSW water.
STORMWATER MANAGEMENT
The entire site is less than %2 ac of disturbed area, as such no erosion and sediment control permit is
required. However, located in a coastal county, a stormwater facility is required to manage the first 1.5
inches of stormwater as the proposed project disturbs the entire site (over 10,000 sqft) of
buildable/impervious surfaces -driveway and building. As seen on the attached drawings, the required
stormwater event (1.5") is being stored and treated by a sediment forebay and sand filter. All
impervious surfaces (parking area and roof drains) will drain to the catch basins 95 feet by 4.25 feet and
overland flow to sediment forebay. Run off will settle and flow across the weir across the full length of
the sand filter (95 feet by 4.65 feet). Runoff will filter into and through the sand and into a slotted
drain, outfalling to the existing ditch along the service road. Events greater than the required volume
will discharge to a grassed filter and then into the existing ditch.
a.
KsMLenolneerinotilamaB.eom , . �� �.
3BB NI000TTEB BLVD, HAVELOCK, NB 26532
2 5 2- 4 4 4- 5 7 6 5, 2 5 2- 3 4 9- 5 8 0 3 cmaeewwc

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
MAJOR DESIGN ELEMENTS
Revised Plan Impervious surfaces=14840 sq.ft
Permitted Plan Impervious surfaces=18052 sq.ft
WQV (1.5 inch)= 1800 cu.ft
AWQV = 1350 cu.ft
Depth of Sand = 1.5 feet
Provided storage = 1692 cu.ft.
Required storage = 1350 cu.ft.
BMP within easement and fenced
Supporting
Documentation
Plan set-Sht.SP-1 and spreadsheet
Permit SW7090325 (August 31, 2009)
Spreadsheet
Spreadsheet
Plan set-Sht.SP-2
Sand filter supplement and spreadsheet
Sand filter supplement and spreadsheet
Plan set-Shts.SP-land 3
The proposed design is for 0.47 total acre site for 7,000 sqft facility. The site includes 14,840 sqft of
proposed impervious surfaces, building and parking. All run off will drain to the sediment forebay and
sand filter.
The area of impervious surfaces has been reduced from the permitted area by over 3,200 sq.ft. The
revised sandfilter/sediment forebay are sized to contain the required event, draw down, freeboard,
meeting or exceeding all DENR size, depth and volume requirements.
wroirz e�'
\\\\\\11111111111/I/I/////
Susan Sayger,PE ,=p� °eCA,?O
31324 _ 3
NsMI.ennineerinoftinalLcom
308 81CCOTTEO BLVO, HAVELOCK, NO 211532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3

Page 2-of a),
IsaQe 10'. 000001042445 Type: CAP
Pane 2 of 4
Bx2519 PG142
BEGINNING at a point located in the western line of the sixty (60)
foot right-of-way of the Service Road designated as NCSR #1774,
said point iron being located South 24-23 East 993.26 feet, South
70-40 West 30.13 feet and South 24-35 East 104.79 feet from a
P.K. nail at the centerline intersection of the aforesaid Service Road
(NCSR #1774) and Greenfield Heights Boulevard (NCSR #1746);
AND RUNNING THENCE FROM SAID POINT OF
BEGINNING SO LOCATED along and with the western right-of-
way line of the Service Road (NCSR #1774) South 24-35 East
104.79 feet; thence cornering and running South 70-40 West 204.95
feet; thence cornering and running North 18-50 West 104,355 feet;
thence cornering and running North 70A0 East to the point of
beginning, and being approximately one-half of the tract of land
acquired by Charles Hall Ashford, Jr. as Tract Two in the deed
recorded in Book 803, Page 82 in the Office of the Craven County
Registry.
This conveyance is made subject to restrictions, easements and
leases in effect affecting said property.
Being a portion of the same property conveyed to the said Grantor's
by Deed dated October 2, 1995 and recorded in Book 1485, Page
361, Craven County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereunto belonging to the said Grautee(s), their heirs
and assigns in fee simple forever, subject to the hereinabove mentioned
encumbrances, if any.
And the said Grantor's), for themselves, their successors and assigns, do
covenant with said Grantee(s), their heirs and assigns, that said Grantors) islare
seized of said property in fee and have the right to convey same in fee simple; that
the same is free from encumbrances except the encumbrances or restrictions
mentioned above, if any; and that said Grantor(s) will warrant and defend the title
to the same against the lawful claims of all persons whomsoever.
Hook 2519. Pane 141. File aUMw
r�l

Page, 3, of 4) .
U
allitilillitioll
Paps 3 of 4
4519 palQ
IN TESTIMONY WHEREOF, the said Grantors) has/have hereunto set
their hands) and seal(s) the day and year first above written.
STATE OF NORTH CAROLINA
COUNTY OF
I. Oat s s Ot (' • 1QV.Pdj P✓1 . a Notary Public in
and for said county and state, do hereby certify that JEFFREY SCOTT
STALLINGS, Grantor, personally appeared before me this day and acknowledged
the due execution of the foregoing deed by himself as trustee of the William R.
Stallings Irrevocable Trust dated September 30, 1995. Witness my hand and official
seal, this the ! O fi` day of October, 2006.
lz=. A
My Commission Expires:
-�� NO7AAY
PUBLIC
Ramat ow C2M Cyr
9Wd IL Rid
soot 2519. Fade 141. File �

Paga 41of 4)'
H
rmepe Ze: 00=1o42407 Two. ew
44 C of 4
9K2519 pa1
STATE OF NORTH CAROL NA
COUNTY OF CRAVEN
The foregoing certificates)
is (are) certified to be correct This instnunent was presented for registration this
day and hour and duly recorded in the office of the Register of Deeds of CRAVEN
County, NC in Book Page
This the day of A.D., 2A_ at
o'clock _M.
Register of Deeds AsstJDeputy Register of Deeds
Book 2519. Pam 141. File BuzbG
21

�r
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Frank D. Williams, Jr., Owner
119 Longwood Drive
Stella, NC 28582
Dear Mr. Williams:
Division of Water Quality
Coleen H. Sullins
Director
August 31, 2009
Subject: Stormwater Permit No. SW7090325
Family Karate Center
High Density Project
Craven County
Dee Freeman
Secretary
The Washington Regional Office received a complete Stormwater Management Permit Application for
the Family Karate Center on July 10, 2009. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7090325
dated August 31, 2009, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 31, 2019, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adtudicatory, hearing upon written request within sixty (60) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final
and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
nodcerel ,I
AI e A
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\PERMIT\SW7090325
cc: ,- `usan Sayger, PE
Havelock City Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet, w rimaterquality org One
943 Washington Square Mall Phone: [phone] FAX: [phone] NOr-ttl l.. cil-Ohllii Washington, Opportunity
NC 27689 FAX [phone] Naturally
An Equal Opportunely l Affirmative Action Employer 12 [ Ll

State Stormwater Management Systems
Permit No. SV 7090325
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Frank D. Williams, Jr.
Family Karate Center
473 US Hwy 70 West, Havelock, Craven County
FOR THE
construction, operation and maintenance of one closed sand filter(s) in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the
stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 31, 2019, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater control
has been designed to handle the runoff from 18,052 square feet of impervious area.
3. This basin must be operated with a 30 foot vegetated grass filter.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8 of
this permit, and as shown on the approved plans.
5. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
The built -upon areas associated with this project shall be located at lest 50 feet
landward of all surface waters.
Page 2 of 7

State Stormwater Management Systems
Permit No. SV 7090325
The following design criteria have been permitted for the sand filter(s) and must be
provided and maintained at design conditions:
a. Drainage Area, ftz:
b. Total Impervious Surfaces, ftZ:
C. Design Storm, inc�es:
d. Design Volume, ft
e. Adjusted Water Quality Volume, ft3:
f. Provided Storage Volume, ft :
g. Sediment Chamber Surface Ares, ft2:
h. Sand Chamber Surface Area, ft :
i. Top / Bypass Weir Elevation, FMSL:
j. Bottom of Sand Filter Elevation, FMSL:
k. Seasonal High Water Table, FMSL:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
20,861
18,052
1.50
2,161
1,621
2,200
�A75 (102' x 3
�P445 (102' x 4
49.50
46.00
45.00
Slocum Creek /
27 — 112
"SC; Sw, NSW"
67') (O'
36')
Neuse
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
2. During construction, erosion,shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and what
actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
Page 3 of 7

State Stormwater Management Systems
Permit No. SVV7090325
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
9. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
13. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name change,
the permittee must submit a completed Name/Ownership Change form to the
Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until such time
as the Division approves any transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SV 7090325
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2008-211, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall notify the division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until August 31, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 315t day of August, 2009.
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Col ullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7090325
Page 5 of 7

State Stormwater Management Systems
Permit No. SVy7090325
Family Karate Center
Stormwater Permit No. SW7090325
Craven County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

�41
6 0
tI Maiiaycn1cnt vyaicnI:
Permit No. SV 7090325
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage .area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Havelock City Building Inspections
Page 7 of 7

®�L�1 :r
NC®ENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Mr. Frank D. Williams, Jr., Owner
119 Longwood Drive
Stella, NC 28582
Dear Mr. Williams:
Division of Water Quality
Coleen H. Sullins
Director
August 31, 2009
W.:RO
Natural Resources
Subject: Stormwater Permit No. SW7090325
Family Karate Center
High Density Project
Craven County
Dee Freeman
Secretary
The Washington Regional Office received a complete Stormwater Management Permit Application for
the Family Karate Center on July 10, 2009. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7090325
dated August 31, 2009, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 31, 2019, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within sixty (60) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final
and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
AA
,I
AI od e
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\PERMIT\SW7090325
cc: Susan Sayger, PE
Vavelock City Building Inspections
:/Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet www ncwaterquality org One
943 Washington Square Mall Phone. [phone] FAX [phone] North Caro l i n a
Washington, NC 27889 FAX* 252-946-9215 An Equal Oppoaunly 1 AtfirmaUve Action Employer Natural L // U

11)
State Stormwater Management Systems
Permit No. SV 7090325
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Frank D. Williams, Jr.
Family Karate Center
473 US Hwy 70 West, Havelock, Craven County
FOR THE
construction, operation and maintenance of one closed sand filter(s) in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 31, 2019, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater control
has been designed to handle the runoff from 18,052 square feet of impervious area.
This basin must be operated with a 30 foot vegetated grass filter.
4. The tract will be limited to the amount of built -upon area indicated in Section 1.8 of
this permit, and as shown on the approved plans.
All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
6. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
7. The built -upon areas associated with this project shall be located at lest 50 feet
landward of all surface waters.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7090325
The following design criteria have been permitted for the sand filter(s) and must be
provided and maintained at design conditions:
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, incoes:
d. Design Volume, ft :
e. Adjusted Water Quality Volume, W:
f. Provided Storage Volume, ft
g. Sediment Chamber Surface Are2a, ft2:
h. Sand Chamber Surface Area, ft : _
i. Top / Bypass Weir Elevation, FMSL:
j. Bottom of Sand Filter Elevation, FMSL
k. Seasonal High Water Table, FMSL:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
20,861
18,052
1.50
2,161
1,621
2,200
375 (102' x 3.67')
445 -(102' x-4.36')
49.50
46.00
45.00
Slocum Creek / Neuse
27 — 112
"SC; Sw, NSW"
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and what
actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. If the stormwater system was use
d
Page 3 of 7

State Stormwater Management Systems
Permit No. SV 7090325
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
9. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and. specifications shall be maintained on file by the
Permittee at all times.
13. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name change,
the permittee must submit a completed Name/Ownership Change form to the
Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves any transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7090325
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked orterminated. The
permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2008-211, Title
15A NCAC 21-1.1000, and NCGS 143-215.1 et. al.
11. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until August 31, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 31st day of August, 2009.
LINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Qualityv
By Authority of the Environmental Management Commission
Permit No. SW7090325
Page 5 of 7

State Stormwater Management Systems
Permit No. SVy7090325
Family Karate Center
Stormwater Permit No. SW7090325
Craven County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SV 7090325
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Havelock City Building Inspections
Page 7 of 7

F"ILYSARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
March 19, 2009
Subject: Subsurface soil exploration
Family Karate Center
INTRODUCTION
The following report contains the results of subsurface field test, to establish the in situ height of
the seasonal high water table. Neither this report, nor the field tests performed are intended to
serve as geotechnical recommendations or as a basis of pavement design selection. On March
03, 2009 KSMJ, pllc performed a subsurface soil exploration at the site of the proposed Family
Karate Center project. The site is to be located at 473 US Highway 70, approximately two miles
west of State Road 101, within the City limits of Havelock, Craven County.
Based on information from the provided plans, a sedimentation chamber and sand filter system is
proposed to meet the DENR high density stormwater requirements. As such, hand auger borings
were performed at 50 foot intervals 25 feet from the southerly property line. From general
observations of the existing and historical use of the property it appears the property has been
been vacant for some time. Per the Craven County soils map, the in -situ soils are of the Rain
series. Based on the observations and soil classifications, the generalized subsurface conditions,
the depth to seasonal highwater table appears to be approximately 2.8-3 feet.
FIELD EXPLORATION
Center of proposed sand filter
Topsoil to 6 inches, friable with coarse roots.
Beneath top soil was grayish -brown and sandy loam, with fine roots.
Groundwater table was encountered at 2.8 to 3 feet, elevation 45.2
Laboratory testing was not performed 1111
CAROB
2 324
Susan Sayger, PE
KSMJEngineering, pllc ",,,I,,,,,,,,,,,1\
388 McCotter Blvd., Havelock, NC 28532
252-349-5803
16

..
..
r
��z
�.._�

2&- Jan. 12, 2009
Pna6eol family Karate center
.Ymu'.� Infiltration basin
Drainage Area. Impervous % Area-bldgs- Area -
Drainage area number Drainage Area-sq ft Ac Area _sq ft' Impervious Sq ft streetsSgFt Area-bldgs-Ac Area-streets-Ac
1 20M.884 0.4789 18052 0885351831 7000 11052 01BW97898 0253719008
FULL DEVELOPMENT
DaMgn Requirements
0828818458 Rv
18052 ImpeMGus(W ft)
20M 884 TWeI area area ACRES
few garage
187022" WOV-RV1.5•Ad
1403 WOV
dn3wdown
k 3 5 ft/day
q drew down 1558588887 ft^31day
dnwtlown tMe 0 646881048 day
width
PERM AND TEMP VOLUME
INCREMNTAL
I
CUMMULATIVE
ELEV
DELTA AREA
LENGTH
WIDTH
DELTA ELEV
AREA
VOLUME
VOLUME
49 50
100
355
0 50
355
178
710
49
100
355
1.5
355
5W
533
47.5
100
355
0
4750
100
355
050
355
178
533
47
100
355
1
355
355
355
48
100
355
0
0
0
0
I
Ft(Cu
Ft) I

LAYOUT
Page 1 of 3
http://gismaps.cravencounty.com/maps/map_print.asp?pid=6-041 %20%20%20-032&min...
3/17/2009
17

(Page 1 of 4)
NORTH CAROLINA
CRAVEN COUNTY
Ieo l I0: 000001042444 Type: CRP
Rec�Xcorded: 303.00 Page
at 01:45:01 PM
Fee AM: X: $.00 Page 1 of 4
Craven lax: $250.00
Craven, NC
Sherri B. Richard ReRlater of Deeds
ex2519n141
PID# 6 041032
WHOLE
GENERAL WARRANTY DEED
THIS DEED, made and entered into this —V day of October, 20M, by
and between JEFFREY SCOTT STALLINGS, Trustee under the William R.
Stallings Irrevocable Trust, dated September 30, 1995, hereinafter referred to as
"Grantor(s)"; and FRANK D. WILLIAMS, JR, and wife, JENNIFER M.
WILLIAMS, whose address is 119 LONGWOOD DRIVE
STELLA, NC 28582 hereinafter referred to as "Gramee(sr;
WITNESSETH:
That Grantor(s) in consideration of the sum of Ten Dollars ($10.00) and
other good and valuable consideration to said Grantor(s) paid by the Grantee(s),
the receipt of which is hereby acknowledged, has bargained and sold, and by these
presents does bargain, sell and convey to the said Grantee(s), their heirs and
assigns, the following described property, to wit:
All that certain lot or parcel of land lying and being situate in the
City of Havelock, Number Six Township, Craven County North
Carolina, and being more particularly described as follows:
SS££Sl7S -ON .norlvoP)
Book 2519. Pave 141. File tuber
16

(Page 2 of 4)
Image 10; 00=1042445 TFPe: CAP
Pape 2 of 4
ax2519 P0142
BEGINNING at a point located in the western line of the sixty (60)
foot right-of-way of the Service Road designated as NCSR #1774,
said point iron being located South 24-23 East 993.26 feet, South
70.40 West 30.13 feet and South 24-35 East 104.79 feet from a
P.K. nail at the centerline intersection of the aforesaid Service Road
(NCSR #1774) and Greenfield Heights Boulevard (NCSR #1746);
AND RUNNING THENCE FROM SAID POINT OF
BEGINNING SO LOCATED along and with the western right-of-
way line of the Service Road (NCSR #1774) South 24-35 East
104.79 feet; thence cornering and running South 7040 West 204.95
feet; thence cornering and running North 18-50 West 104.355 feet;
thence cornering and running North 70-40 East to the point of
beginning, and being approximately one-half of the tract of land
acquired by Charles Hall Ashford, Jr. as Tract Two in the deed
recorded in Book 803, Page 82 in the Office of the Craven County
Registry.
This conveyance is made subject to restrictions, easements and
leases in effect affecting said property.
Being a portion of the same property conveyed to the said Grantor's
by Deed dated October 2, 1995 and recorded in Book 1485, Page
361, Craven County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances [hereunto belonging to the said Grantee(s), their heirs
and assigns in fee simple forever, subject to the hereinabove mentioned
encumbrances, if any.
And the said Grantor(s), for themselves, their successors and assigns, do
covenant with said Grantee(s), their heirs and assigns, that said Grantor(s) istare
seized of said property in fee and have the right to convey same in fee simple; that
the same is free from encumbrances except the encumbrances or restrictions
mentioned above, if any; and that said Grantor(s) will warrant and defend the title
to the same against the lawful claims of all persons whomsoever.
Book 2519. Paae 141. File Number

(Page 3 of 4)
i511111IWll 11111MM
Pape 3 of 4
4519 Pa143
IN TESTIMONY WHEREOF, the said Grantor(s) has/have hereunto set
their hand(s) and seal(s) the day and year first above written.
y �r, •,q,, t .9
STATE OF NORTH CAROLINA
COUNTY OF /'1'1'1'
I, 5 s n t - 4 OgP l ort , a Notary Public in
and for said county and state, do hereby certify that JEFFREY SCOTT
STALLINGS, Grantor, personally appeared before me this day and acknowledged
the due execution of the foregoing deed by himself as trustee of the William R.
Stallings Irrevocable Trust dated September 30, 1995. Witness my hand and official
seal, this the JD fi` day of October, 2006.
My Commissic
Book 2519. Paae 141. File N,mber

(Page 4 of 4)
111 11111W11 11WNIM11111
ImaOe I0: 00=1042447 Type: CM
PagesK2519 PG1444 Of 4
STATE OF NORTH CAROUNA
COUNTY OF CRAVEN
The foregoing certificate(s)
is (are) certified to be correct. This instrument was presented for registration this
day and hour and duly recorded in the office of the Register of Deeds of CRAVEN
County, NC in Book. Page
This the day of A.D., 2Q_ at
o'clock M.
Register of Deeds AsstJDeputy Register of Deeds
Boot 2519. Pane 141. File Number
ZI

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
hAR 302009
STORMWATER PERMIT APPLICATION
HIGH DENSITY
SEDIMENTATION CHAMBER/SAND FILTER
18,052 SOFT. BUILDABLE AREA
20.861.0.47 AC SITE

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
STORMWATER PERMIT NARRATIVE
Introduction and Existing Conditions
This narrative discusses the high density stormwater permit application for the Family Karate Center
project. This site plan proposes construction of a Family Karate Center project, including a 7,000 sqft
commercial facility, located on the south side of the service road of US Highway 70E, within the City
of Havelock, Craven County, North Carolina. The easterly adjacent parcel is currently wooded and
vacant. The westerly adjacent parcel is Awake Insurance agency. The plan is for construction of a slab
on -grade, metal -building, finish floor is 50.5 feet. The building will include two office/commercial
facilities units (1,200 sqft each) and an indoor recreation Karate Center 3,200 sqft and 1,400 sqft
storage. The proposed project includes a total of 18,052 sqft (over 10,000 sqft) of buildable/impervious
surfaces -driveway and building and 20,861 sq.ft. of disturbance. The total lot is 0.478 acre and is zoned
commercial. The owner and operator of the facility is Mr. Frank Williams, PhD.
In general, the parcel drains over a minimal grade southerly towards an existing ditch along the service
road. As seen on the included location and topo map, the ditch and the site drains to an unclassified
existing ditch, then over I1/2 miles to Slocum Creek a tributary of the Neuse River, classified as a SC,
SW and NSW water.
STORMWATER MANAGEMENT
The site is less than and includes less than %, ac of disturbed area, as such no erosion and sediment
control permit is required. However, located in a coastal county, a stormwater facility is now required
to manage and treat the first 1.5 inches of stormwater. As seen on the attached drawings, the required
stormwater event (1.5") is being managed by a sedimentation chamber and sand filter stormwater
system. All impervious surfaces (driveway and roof drains) will drain to the 100 feet by 3.55 feet by
3.5 feet sand filter/sedimentation chamber located along the rear of the parcel. The filter will outfall to
a 30 foot grass filter and into the existing ditch along the service road.
MAJOR DESIGN ELEMENTS
Supporting
Documentation
• WQV, required event fast 1.5 inch= 1870 cu.ft Spreadsheet and Supplement
• Adjusted WQV, 1405 cu.ft Spreadsheet and Supplement
1

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
• Provided WQV = 1420 cu.ft. Plan set-Sht.I and spreadsheet
• Sand filter within easement -yes Plan set-Sht.I
• 30' Grass filter Plan set-Shts.1/2
• Max. head —2' Plan set-Sht.1/2
CONCLUSION
The proposed design is for 0.47 total acre site for a 7,000 sgft facility. The site includes 18,052 sgft of
proposed impervious surfaces, building and parking. All run off will drain to the sedimentation
chamber and sand filter, grass filter and into an existing drainage Swale. Additionally, the proposed
facility contains the required event, draw down, max head, meeting or exceeding all DENR size, depth
and volume requirements.
KsMj Engineering pllc
388 McCotter Blvd
Havelock, NC 28532
r
a

N34 54'54'
N34'5,18`
.111 N-At
I
t.4.
3 3 24 2,
u s 70 HavelockNC
V 76 57'54" VV 76'57'18" VV 76'5642" ` 6'76:56'6" W 76 i55'30*' W-76 5454" w
Ilk
,iA
'It....N34"53'6"
NN
El II ,., I-
A �Ji
T.
tj N 5 2'30 -11
'T
"WAS
Fi I
?.lb V, 24 1,
M.
J 76'536 '14`
i7l
��
i 71
KWIC

. cr a1 N34J,4_p24" " l
"
°
w. t
A
N34°54'20"
$ Nultn yham- Dr .. a
"E' r
i. .
" N34°54'18"
" i
54;14•^?
2 N3d°54
", d
,
r N3405416 �eoz i
°x 7
W 7656 3" 1N'7655'57" ' .W76°55'45—N34°54'8 76°553*3" W 7,6°552,1t W 76°
,v N34054'6 j..
1 i . *N34054'4"Z`,. : �m
N34°54'2".
N34-CAI
,l
rt N34053'56
}' °• _
o N34053AOL
'54
i
it2.9 tt �,, PA Imuyn i 009 Diy1tal .2IL
bn
{

9

NC DENR - DIVISON OF WATER QUALITY
.0315 NEUSE RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Mill Swamp
From source to Upper Broad
C;Sw,NSW
05/01/88
27-106-3
Creek
Morgan Swamp
From source to Mill Swamp
C;Sw,NSW
05/01/88
27-106-3-1
Upper Broad Creek
From N. C. Hwy. 55 Bridge
SC;Sw,NSW
05/01/88
27-106-(4)
to Pamlico County SR 1103
(Lees Landing)
Sasses Branch
From source to Upper Broad
SC;Sw,NSW
05/01/88
27-106-5
Creek
Deep Run
From source to Upper Broad
SC;Sw,NSW
05/01/88
27-106-6
Creek
Upper Broad Creek
From Pamlico County SR 1103
SB;Sw,NSW
12/01/90
27-106-(7)
(Lees Landing) to Neuse
River
Goose Creek
From source to Scotts Store
C;Sw,NSW
05/01/88
27-107-(1)
road (Pamlico County SR
1005)
West Fork Goose Creek
From source to Goose Creek
C;Sw,NSW
05/01/88
27-107-2
East Fork Goose Creek
From source to Goose Creek
C;Sw,NSW
05/01/88
27-107-3
Deep Run Branch
From source to Goose Creek
C;Sw,NSW
05/01/88
27-107-4
Simmons Branch
From source to Goose Creek
C;Sw,NSW
05/01/88
27-107-5
Goose Creek
From Scotts Store road
SC;Sw,NSW
05/01/88
27-107-(6)
(Pamlico County SR 1005) to
a point 0.5 miles
downstream of Cypress Creek
(near wood Landing)
Black Creek
From source to Goose Creek
SC;Sw,NSW
05/01/88
27-107-7
Gaston Swamp
From source to Goose Creek
SC;Sw,NSW
05/01/88
27-107-8
Alexander Swamp
From source to Goose Creek
SC;Sw,NSW
05/01/88
27-107-9
Cypress Creek
From source to Goose Creek
SC;Sw,NSW
05/01/88
27-107-10
Goose Creek
From a point 0.5 miles
SB;Sw,NSW
12/01/90
27-107--(11)
downstream of Cypress Creek
to Neuse River
Otter Creek
From source to Neuse River
SC;Sw,NSW
05/01/88
27-108
Crooked Run
From source to Otter Creek
SC;Sw,NSW
05/01/88
27-108-1
Lower Duck Creek
From source to Neuse River
SC;Sw,NSW
05/01/88
27-109
Dam Creek
From source to Neuse River
SC;Sw,NSW
05/01/88
27-110
Beard Creek
From source to Neuse River
SC;Sw,NSW
05/01/88
27-111
East Prong Beard Creek
From source to Beard Creek
SC;Sw,NSW
05/01/88
27-111-1
Cedar Gut
From source to Beard Creek
SC;Sw,NSW
05/01/88
27-111-2
Purifoy Gut
From source to Beard Creek
SC;Sw,NSW
05/01/88
27-111-3
Caraway Creek
From source to Beard Creek
SC;Sw,NSW
05/01/88
27-111-4
Slocum Creek
From source to Neuse River
SC;Sw,NSW
05/01/88
27-112
Southwest Prong Slocum Creek
From source to Slocum Creek
C;Sw,NSW
05/01/88
27-112-1
East Branch
From source to Southwest
C;Sw,NSW
05/01/88
27-112-1-1
Prong Sl6'um Creek
East Canal
From source to East Branch
C;Sw,NSW
05/01/88
27-112-1-1-1
Middle Canal
From source to East Canal
C;Sw,NSW
05/01/88
27-112-1-1-1-1
South Canal
From source to East Canal
C;Sw,NSW
05/01/88
27-112-1-1-1-2
Page 32 of43
2B .0300
2009-01-03 06:23:16
It

May 29, 2009
Ms. Heather L. Steinbacher
NC DENR, Division of Water Quality
Washington Regional Office
043 Washington Square Mall
Washington, NC 27889
Re: Stormwater Review SW7090325
Family Karate Center, Craven County.
Heather:
JUN - 2 2009
Thank you for your help with this project. We received your review and have addressed
your concerns for final submission, as follows:
Comment 1: The seasonally high groundwater table must be at least two feet below the
bottom of the filter for open -bottom designs.
Response 1: As discussed in the narrative, this is a small site, less than one half of an
acre. Per the site conditions, it is very difficult to meet the each of design requirements
of ANY of the stormwater filter devices. After reviewing the existing site conditions
and various bmp options, it was determined that the proposed sand filter is the only
BMP device that meets all of the site conditions and DENR requirements, except
SHWT separation requirement, with only one foot of separation. We designed the sand
filter with an impervious bottom and side layers to ensure there is no filtration into the
water table. As such, the 1-112" will be controlled and treated through the
sedimentation chamber and sand filter.
Comment 2: In calculating the Design Volume (WQV) it appears the Impervious area
was used in the calculation. The entire Drainage Area must be used on computing this
Volume. Please revise accordingly.
Response 2 Volume corrected to include entire drainage area, volume and filter
enlarged.
Comment 3: The Surface Area of the Sand Filter should be increased.
Response 3. Surface area enlarged
Comment 4: The calculation table supplied does not adequately show how the numbers
were derived; please provide more complete calculations.
=-M
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3
8S811E0BI0EE81800001011.00M
\\

�
Response 4: Please see Sheet 15, which include WQV volume, storage volume and
drainage calculations.
Comment 5: Verify Receiving Stream Name and Classification provided in Section 11.9
of the Application. The Application states the Receiving Stream is the Neuse River while
the Narrative states it drains to Slocum Creek. The correct Receiving Stream and
Classification must be provided in the Application.
Response 5: Application Revised number added
Comment 6: Indicate in Legend what symbol represents the flow directional arrows
showing all flow from, Impervious Areas entering the Sand Filter.
Response 6: Arrows added to legend
Comment 7: Please show proposed contours and indicate in the Legend the line type
used.
Response 7. Proposed contours added to legend
Comment 8: Please do not forget to have any revised plans and calculations signed,
sealed and dated.
Response 8: So noted
We feel this addresses your concerns. If you have any questions or need additional
prints, please call.
Sincerely,
sai4 HITger, P.E.
2 5 2 - 4 4 4 - 5 7 6 5 . 2 5 2 - 3 4 9 - 5 8 0 3
NBMIENOINEEOINGOI0M0I1.00M

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
STORMWATER PERMIT APPLICATION
HIGH DENSITY
SEDIMENTATION CHAMBER/SAND FILTER
18,052 SO.FT. BUILDABLE AREA
20,861, 0.47 AC SITE

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
TABLE OF CONTENTS
PAGE
SECTION
1-2
Narrative
3
Vicinity Map
4
DWQ Stream classification
5-8
Stormwater Application ZFWAISM
9-10
Sand filter supplement Q 0-v of CA
11-13
Sand filter O and M agreement
14
High density commercial deed restriction
15
Calculations lZ ♦VO i t CP
16
Seasonal high water table soils report
17
Craven County Soils map
18: 21
Deed
1)

its O-A C Q C. 6>
fjo,aoQCiO
&%ka06d7

FAMILY%ARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
STORMWATER PERMIT NARRATIVE
Introduction and Existing Conditions
This narrative discusses the high density stormwater permit application for the Family Karate Center
project. This site plan proposes construction of a Family Karate Center project, including a 7,000 sqft
commercial facility, located on the south side of the service road of US Highway 70E, within the City
of Havelock, Craven County, North Carolina. The easterly adjacent parcel is currently wooded and
vacant. The westerly adjacent parcel is Awake Insurance agency. The plan is for construction of a
slab on -grade, metal -building, finish floor is 50.5 feet. The building will include two
office/commercial facilities units (1,200 sqft each) and an indoor recreation Karate Center 3,200 sqft
and 1,400 sqft storage. The proposed project includes a total of 18,052 sqft (over 10,000 sqft) of
buildable/impervious surfaces -driveway and building and 20,861 sq.ft. of disturbance. The total lot is
0.478 acre and is zoned commercial. The owner and operator of the facility is Mr. Frank Williams,
PhD.
In general, the parcel drains over a minimal grade southerly towards an existing ditch along the
service road. As seen on the included location and topo map, the ditch and the site drains to an
unclassified existing ditch, then over 11/2 miles to Slocum Creek a tributary of the Neuse River,
classified as a SC, SW and NSW water.
STORMWATER MANAGEMENT
The site is less than and includes less than '/z ac of disturbed area, as such no erosion and
sediment control permit is required. However, located in a coastal county, a stormwater
facility is now required to manage and treat the first 1.5 inches of stormwater.
As discussed in the narrative, this is a small site, less than one half of an acre. Per the site
conditions, it is very difficult to meet the each of design requirements of ANY of the
stormwater filter devices. After reviewing the possible existing site conditions, it was
determined that the proposed open sand filter is the only BMP device that meets all of the
site conditions and DENR requirements, except SHWT separation requirement, with only
one foot of separation. The sand filter is designed with an impervious bottom layer to ensure
there is no filtration into the water table. As such, the 1-1/2" will be controlled and treated
through the sedimentation chamber and sand filter.
11

FAMILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
As seen on the attached drawings, the required stormwater event (1.5") is being managed by
a sedimentation chamber and sand filter stormwater system. All impervious surfaces
(driveway and roof drains) will drain to the 102 feet by 4.36 feet by 3.67 feet sand
filter/sedimentation chamber located along the rear of the parcel. The filter will outfall to a
30 foot grass filter and into the existing ditch along the service road.
MAJOR DESIGN ELEMENTS
Supporting
Documentation
• WQV, required event first 1.5 inch= 2161 cu.ft Spreadsheet and Supplement
• Adjusted WQV, 1621 cu.ft Spreadsheet and Supplement
• Provided WQV = 2200 cu.ft. Plan set-Sht.l and spreadsheet
• Sand filter within easement -yes Plan set-Sht.1
• 30' Grass filter Plan set-Shts.1/2
• Max. head — 3' Plan set-Sht.1/2
CONCLUSION
The proposed design is for 0.47 total acre site for a 7,000 sqft facility. The site includes 18,052 sqft
of proposed impervious surfaces, building and parking. All run off will drain to the sedimentation
chamber and sand filter, grass filter and into an existing drainage swale. Additionally, the proposed
facility contains the required event, draw down, max head, meeting or exceeding all DENR size,
depth and volume requirements.
a `�71'J
KsMj Engineering,pllc
388 McCotter Blvd
/N Ii. SAS
Havelock, NC 28532

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
D a ,1;2- —
State of North Carolina /l
Department of Environment and Natural Resources C�
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLIC[
This form may be photocopied for use as an original
1u1A o IW
I. GENERAL INFORMATION DwQ
1. Applicants name (specify the name of the corporation, individual, etc. who owr0wo ect
Frank D. Williams, Jr.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
119 Longwood Drive
Phone: (_252- ) 447-2446
Email:[e-mail]
State:NC Zip:28582
Fax: ( )
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.): /
Family Karate Center
5. Location of Project (street address):
473 US Hwy 70 West
City: Havelock County:Craven Zip:28532
6. Directions to project (from nearest major intersection):
Along service road /US Highway 70 E
7. Latitude:34° SC 25" N Longitude:76° 56' 29" W of project
8. Contact person who can answer questions about the project:
Name:Susan Sayger, PE Telephone Number: (252 ) 444-576 Cell 349-5803
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
00
❑Renewal ❑Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numbers and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. 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 ❑Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
The 1-1/2" will be controlled and treated by a sedimentation chamber/sand filter. All impervious surfaces will
either sheet Flow or drain into catch basins and into the sedimentation chamber, over the weir and through the
sand filter. The The sand filter is designed with an impervious bottom layer to ensure there is no filtration into
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 0.47 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:0.47 acres 7. Project Built Upon
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in thc
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Slocum
Stream Class & Index No.
SC, Sw,NWS-27-112
Total Drainage Area (so
20861
On -site Drainage Area (sf)
20861
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
18052
% Impervious* Area (total)
86
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
7000
On -site Streets (so
11052
On -site Parking (so
On -site Sidewalks (sf)
Other on -site (sf)
Off -site (sf)
Total (st):
18052
I_avnr,n, \ I__:__ .1 1 ( n. n___I_rA
6

Imperoious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
—Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BLIA).
10. How was the off -site impervious area listed above derived?N-A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from htto://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bml2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
I_ 0\' I I n t � nl In no

i �
� _
t

VL SUBMITTAL REQULREM9NTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.state.nc.us/su/msi maos.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form to
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if ✓
required as per Part IV abode)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR ✓
• Calculations & detailed narrative description of stormwater treatment/management of
• Copy of any applicable soils report or
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name-
- Engineer and firm
- Legend • W
- North arrow-
- Scale
- Revision riumber & data
- Mean high water lute.
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or fine) KSMl, a
Mailing Address:388 McCotter Blvd.
City: Havelock State -NC Zip:28532
Phone: (252 ) 252 444-5765 Cell 349 58M
Emai1.habersaveLqaoLcom
VIIL APPLICANTS CERTIFICATION
Fax: (252 ) 444-5765
I, (print or type name of person listed in General Infmnation, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000. 1
0
Date: 3-1/ i
T-_ On III I., I I--- A'I In no
T-.- A -C A
L

Permit Number
(to be provided by DWQ)
A&ry�A O�DF W A TFgO�
D oc NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM ~
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section /II) and the 1&M Agreement (Section IV)
I. PROJECT INFORMATION
Project name Family Karate Center
Contact name
Phone number
Date
Drainage area number
Sue Sayger
252 340-5803
3/16/2009/Revised May 2009
II. DESIGN INFORMATION
She Characteristics
Drainage area (AD)
20,861.00 R2
OK
Impervious area
18,052.00 ft
-SC
% Impervious (IA)
86.5% %
Design rainfall depth (Ro)
1.50 in
,uN Q 2 Liu,
Peak Flow Calculations
1-yr, 24-hr runoff depth
3.66 in
DNV Q
1-yr, 24-hr intensity
3.00 in/hr
Pre -development 1-yr,24-hrrunoff
0.75 ft3lsec
Post -development 1-yr, 24-hr runoff
1.20 ft3/sec
Pre/Post 1-yr, 24-hr peak control
0.45 ft/sec
Storage Volume
Design volume (WQV) 2,161.00 ft'
Adjusted water quality volume (WQV a,) 1,620.75 ft'
Volume contained in the sedimentation basin and on top of the sand filter ,468-0& .Z2oo pa,
�S.SgaSb C'�5
Maximum head on the sedimentation basin and sand filter (h..,F,*r) 3.00 ft OK pic
Average head on the sedimentation basin and sand filter IN) 1.50 ft OK
Runoff Coefficient (Rv) 0.83 (unitless)
Type of Sand Fitter
Open sand filter? ;f 71 Y or N
If this is an open sand filter: The clearance between the bottom of the sand 1.00 ft
filter and the SHWT (dsw)
Closed/precast sand filteR � Y or N
If this is a dosed sand filter. The clearance between the bottom of the sand ft
filter and the SHWT (dam) h
If this is a closed, underground dosed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground N/A ft
structure (ds.)
Form SW401-Sand Fitter-Rev.4 Parts I and II Protect Design Summary, Page 1 of 3
01

Sedimentation Basin
Permit Number.
(to be provided by DWW
Surface area of sedimentation basin (As)
Sand Filter
Surface area of sand filter (AF)
Depth of the sand media filter bed (dr)
Coefficient of permeability for the sand filter (k)
Time to drain the sand filter (t)
Time to drain the sand fitter (t)
Additional Information
Does volume in excess of the design volume bypass the sand fitteR
Is an off-line flaw-splitfing device used?
Does volume in excess of the design volume flow evenly distributed through a
vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (5011'rf SA waters)?
If not a dosed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chambert orebay (WSed)?
What is the depth of sand over the outlet pipe?
Figure 1: Open Sand Fitter
Sedimentation Smut Filter
Chautber Cbauther
(or Ftu ebay) w
lVs'e
OK. Meets minimum, but may need to be increased to
375.00 f? contain the required volume if error under Storage
Volume section.
OK. Meets minimum, but may need to be increased to
445.00 fe contain the required volume if error under Storage
Volume section.
1.50 ft
3.50 (fUday)
20.00 hours OK. Submit drainage calculations.
0.83 days
y YorN OK
n Y or N Insufficient flow splifter.
y
YorN
OK
30.00 ft
y
Y or N
OK
y
YorN
OK
y
YorN
OK
y
YorN
OK
y
YorN
OK
3.07
3.*f:
OK
i o
Wft
OK
(IF
Pal
Form SW401-Sand Filter-Rev.4
Parts I and It. Project Design Summary, Page 2 of 3
10

Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. If a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
Z----Plans (1' - 50' or larger) of the entire site with labeled drainage area boundaries
,.
System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber
- Maintenance access,
- Flow splitting device,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
J - Boundaries of drainage easement.
f•,9 �/t 2. Plan details (1' = 50' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber
- Maintenance access,
- Flow splitting device,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
Flirt
Boundaries of drainage easement.
3. Section view of the sand filter (1' = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media
- Connection between the sedimentation chamber and the sand filter chamber,
- SHWT level(s)
- Outlet pipe, and
- Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable)
�Ll.M 4. A soils report that is based upon an actual Feld investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
5. Supporting calculations (including drainage calculations)
l P lrtli6. Signed and notarized operation and maintenance (0&M) agreement
11 7. A copy of the deed restrictions (if required).
Form SW401Sand Finer-Rev.4 Part III, Page 1 of 1

0
I `Y
I f.
s
d4u;y09 �'
0:
t

Oa a� Jan. 12, 2009,REVISED 6-09
.Prmjad family Karate center
Yacdd;i SAND FILTER
Drainage Area. Impervious Area-bldgs- Area- Area-bldgs• Area -streets -
Drainage area number Drainage Area-sq ft Ac Area _sq ft' % impervious Sq ft streetsSgFt Ac Ac
1 20as0.884 0.4789 18052 0.865351631 7000 11052 0 16DB97888 0.253719D08
9nHa0 RRd nd7Nn 1Hn59 AAA9151f.91 7nnn 11n59
length
en
FULL DEVELOPMENT
Impervious
width stop
@length
I It
u aowoiwl
Design Requirements
0.828816468 Rv
18052 Impervious(sq ft)
20861 Total area area SOFT
regd storage
2161 WQV-Rv-1.5-Ad
1821 ADJUSTED WQV=wqv' 75
2200 PROVIDED VOLUME (See below)
drewdown
k
3.2 ft/day
q draw, down
1897.472 ft^3/day
drewdown time
0.85425392 day
2050209408 hours
L1K1�UYfFT
PERM AND TEMP VOLUME
INCREMNTAL
CUMMULATIVE
ELEV
DELTA AREA
LENGTH
WIDTH
DELTA ELEV
AREA
VOLUME
VOLUME
49.50
102
4.36
150
445
667
2200
48
102
4.36
05
445
222
1533
47.5
102
4.36
445
0
1310
49,50
102
3.67
150
374
562
1310
48
102
3.67
2
374
749
749
46
102
3.67
374
0
0
0
1 0
0
I
Cu Fl
Cu FI I

HC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr, Frank D. Williams, Jr., Owner
119 Longwood Drive
Stella, North Carolina 28582
Dear Mr. Williams:
Coleen H. Sullins Dee Freeman
Director Secretary
April 27, 2009
Subject: Stormwater Review SW7090325
Family Karate Center
Craven County
This office received a Coastal Stormwater permit application and plans for the
subject project on March 30, 2009. A preliminary review of your project indicates that
before a State Stormwater permit can be issued the following additional information is
needed:
1. The seasonally high groundwater table must be at least two feet below the
bottom of the filter for open -bottom designs.
2. In calculating the Design Volume (WQV) it appears the Impervious area was
used in the calculation. The entire Drainage Area must be used in computing
this Volume. Please revise accordingly.
3. The Surface Area of the Sand Filter should be increased.
4. The calculation table supplied does not adequately show how the numbers
were derived; please provide more complete calculations.
5. Verify the Receiving Stream Name and Classification provided in Section 111.9
of the Application. The Application states the Receiving Stream is the Neuse
River while the Narrative states it drains to Slocum Creek. The correct
Receiving Stream and Classification must be provided in the Application.
6. Indicate in Legend what symbol represents the flow directional arrows
showing all flow from Impervious Areas entering the Sand Filter.
7. Please show proposed contours and indicate in the Legend the line type
used.
8. Please do not forget to have any revised plans and calculations signed,
sealed and dated.
North Carolina Division of Water Quality
Internet vvww ncwaterouality.oro
One
943 Washington Square Mall
Phone. [phone]
NorthCarolina
Washington, NC 27889
FAX [phone]
�/��/�/j/lCar
Naturally lly
An Equal OpponumtylAffrmative Action Employer -50%Recycled110%
Post Consumer Paper

Page 2 of 2
The above requested information must be received in this office prior to May 27,
2009 or your application will be returned as incomplete. The return of this project will
necessitate resubmittal of all required items including the application fee. If you need
additional time to submit the required information, please mail or fax your request for
time extension to me at the Letterhead address and include the application number on
the request. The request must include justification for the amount of additional time
needed. The request will only be granted for justifiable delays that are unforeseen and
beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be
issued prior to any development activity. Construction without a permit is a violation of
15A NCAC 2H.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,
Heather L. Steinbacher
Environmental Engineer
Washington Regional Office
cc: Susan H. Sayger, P.E., KSMJ, PLLC
Washington Regional Office

(960 $
July 7, 2009
Ms. Heather L. Steinbacher
NC DENR, Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
JUL 10 2009
Re: Stormwater Review SW7090325
Family Karate Center, Craven County.
Heather:
"Thank you for your help with this project. We received your review and have addressed
your concerns for final submission, as follows:
Comment 1: As stated in a previous request for additional information, a two -foot
separation must be provided between the bottom of the filter and the seasonal high water
table. The current design has only provided one foot of separation. Per section 11.3.2 of
the Stormwater Best Management Practices Manual, a concrete bottom may be utilized
for an open basin design, this would allow a minimum separation of one foot.
Response 1: We intended the design to junction as a closed system with the impervious
liner in the previous submission. However, a 4' inch concrete liner (bottom and sides)
was added to the sand filter and the minimum separation requirement is now met
Comment 2: Please do not forget to have any revised plans and calculations signed,
sealed, and dated.
Response]: Two sets of revised signed, sealed and dated plans are included.
We feel this addresses your concerns. If you have any questions or need additional
prints, please call.
Sincerely,
cewwe 92 W' Fa' � e_
Susan H. SayOgOer, P.E.
Cc:Mr. Frank Williams, PhD
PXQV K?8 ft ®F41S
SBB MCCOTTEB BLVD, HAVELOCK, NC 28532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3
9SM1EN610EEBIN6@6MAIi.00M

NCDE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 1, 2009
Mr. Frank D. Williams, Jr., Owner
119 Longwood Drive
Stella, North Carolina 28582
Subject: Stormwater Review SW7090325
Family Karate Center
Craven County
Dear Mr. Williams:
This office received additional information for a Coastal Stormwater permit for the
subject project on June 2, 2009. A preliminary review of your project indicates that
before a State Stormwater permit can be issued the following additional information is
needed:
1. As stated in a previous request for additional information, a two -foot
separation must be provided between the bottom of the filter and the
seasonal high water table. The current design has only provided one foot of
separation. Per section 11.3.2 of the Stormwater Best Management
Practices Manual, a concrete bottom may be utilized for an open basin
design; this would allow a minimum separation of one foot.
2. Please do not forget to have any revised plans and calculations signed,
sealed and dated.
The above requested information must be received in this office prior to
August 1, 2009 or your application will be returned as incomplete. The return of this
project will necessitate resubmittal of all required items including the application fee. If
you need additional time to submit the required information, please mail or fax your
request for time extension to me at the Letterhead address and include the application
number on the request. The request must include justification for the amount of
additional time needed. The request will only be granted for justifiable delays that are
unforeseen and beyond the owner or consultant's control
You should also be aware that the Stormwater Rules require that the permit be
issued prior to any development activity. Construction without a permit is a violation of
15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in
civil penalties of up to $25,000 per day.
North Carolina Division of Water Quality Internet www ncwaterauality.oro
943 Washington Square Mall Phone [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAff rmauve Action Employer— 50 % Recycled110°/ Post Consumer Paper
NorthCarolina
Naturally

Page 2 of 2
If you have questions, please feel free to contact me at [phone].
Sincerely,
Heather L. Steinbacher
Environmental Engineer
Washington Regional Office
cc: Susan H. Sayger, P.E., KSMJ, PLLC
Washington Regional Office

Hi h Densi Commercial Subdivision
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
I, Frank D. Williams. Jr. , acknowledge, affirm and agree by my signature below, that
I [will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot.
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 18052 square feet. This allotted
eportion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the
following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
I, --_� �- e ro, , cy e __L_ / 1 e I t w a Notary Public in the
State of /v G County of a v P r I
do hereby certify that Fra v Wl) / c a /�" i personally appeared
before me this the 17a day of 4 Qy C h , 20 0 % , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Siignatu e GL�
My Commission expires ---,? - `f — v2G / Z
Iq

.-.
i
-.
,: � ..
�
. .
., . ..
- .
,
..
,'
6�

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
State of North Carolina ,k)Ac* 3/- 01
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Frank D. Williams, Tr.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Frank D. Williams, Tr.
3. Mailing Address for person listed in item 2 above:
119 Longwood Drive
Phone: (252- ) 447-2446
Email: ryujikan®yahoo.com
State:NC Zip:28582
Fax: ( )
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Fancily Karate Center
5. Location of Project (street address):
473 US Hwy 70 West
City: Havelock County:Craven Zip:28532
6. Directions to project (from nearest major intersection):
Along service road /US Highway 70 E
7. Latitude:34° 54' 25" N Longitude:76° 56' 29" W of project
8. Contact person who can answer questions about the project:
Name:Susan Sayger, PE Telephone Number. (252 ) 444-576 Cell 349-5803
Email:habersaygrOaol.com
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
WI
❑Renewal ❑Modification
n..—mmr ln, ar__..:__.1 , .no
n_-_ � _14
5

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numbers and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 0.47 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:0.47 acres 7. Project Built Upon Area: 85 %
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Neuse River
Stream Class & Index No.
c
Total Drainage Area (so
20861
On -site Drainage Area (so
20861
Off -site Drainage Area (sf)
0
Existing Impervious* Area (sf)
0
Proposed Impervious*Area (so
18052
% Impervious* Area (total)
86
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
7000
On -site Streets (sf)
11052
On -site Parking (sf)
On -site Sidewalks (so
Other on -site (sf)
Off -site (sf)
Total (so:
18052
` Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
n....,. 1 _c A
6

10. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from htto://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-OffSite System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
n-- O1\ n I I A l I,__: -- nl I. n.
♦1--- 1 -C 1

04
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form Or
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if v
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR d
• Calculations & detailed narrative description of stormwater treatment/management Of
• Copy of any applicable soils report ✓
• Two copies of plans and specifications (sealed, signed & dated), including: 40
- Development/Project name•
- Engineer and firm '
-Legend .
- North arrow
- Scale
- Revision number & date
- Mean high water line,
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):KSMl Rllc
Mailing Address:388 McCotter Blvd.
City: Havelock State:NC Zip:28532
Phone: (252 ) 252 444-5765 Cell 349 5803 Fax: (252 ) 444-5765
Email:habersaymOaol.com
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
0
Date: 3— 1/7 —45�1i

FAMILYSARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
STORMWATER PERMIT APPLICATION
HIGH DENSITY
SEDIMENTATION CHAMBER/SAND FILTER
18,052 SOFT. BUH.DABLE AREA
20,861, 0.47 AC WE
MAR 302009

F"ILYSARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
TABLE OF CONTENTS
PAGE SECTION
1-2 Narrative
3
Vicinity Map
4
DWQ Stream classification
5-8
Stormwater Application
9-10
Sand filter supplement
11-13
Sand filter O and M agreement
14
High density commercial deed restriction
15
Calculations
16 Seasonal high water table soils report
17 Craven County Soils map
18: 21 Deed
1)

F"ILYSARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
STORMWATER PERMIT NARRATIVE
Introduction and Eaistine Conditions
This narrative discusses the high density stormwater permit application for the Family Karate Center
project. This site plan proposes construction of a Family Karate Center project, including a 7,000 sqft
commercial facility, located on the south side of the service road of US Highway 70E, within the City
of Havelock, Craven County, North Carolina. The easterly adjacent parcel is currently wooded and
vacant. The westerly adjacent parcel is Awake Insurance agency. The plan is for construction of a slab
on -grade, metal -building, finish floor is 50.5 feet. The building will include two office/commercial
facilities units (1,200 sqft each) and an indoor recreation Karate Center 3,200 sqft and 1,400 sqft
storage. The proposed project includes a total of 18,052 sqft (over 10,000 sqft) of buildable/impervious
surfaces -driveway and building and 20,861 sq.ft. of disturbance. The total lot is 0.478 acre and is zoned
commercial. The owner and operator of the facility is Mr. Frank Williams, PhD.
In general, the parcel drains over a minimal grade southerly towards an existing ditch along the service
road. As seen on the included location and topo map, the ditch and the site drains to an unclassified
existing ditch, then over 11/2 miles to Slocum Creek a tributary of the Neuse River, classified as a SC,
SW and NSW water.
STORMWATER MANAGEMENT
The site is less than and includes less than '/2 ac of disturbed area, as such no erosion and sediment
control permit is required. However, located in a coastal county, a stormwater facility is now required
to manage and treat the first 1.5 inches of stormwater. As seen on the attached drawings, the required
stormwater event (1.5") is being managed by a sedimentation chamber and sand filter stormwater
system. All impervious surfaces (driveway and roof drains) will drain to the 100 feet by 3.55 feet by
3.5 feet sand filter/sedimentation chamber located along the rear of the parcel. The filter will outfall to
a 30 foot grass filter and into the existing ditch along the service road.
MAJOR DESIGN ELEMENTS
Su000rtina
Documentation
WQV, required event first 1.5 inch= 1870 cu.ft Spreadsheet and Supplement
Adjusted WQV, 1405 cu.ft Spreadsheet and Supplement
z

F"ILYKARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
• Provided WQV = 1420 cu.ft. Plan set-Sht.I and spreadsheet
• Sand filter within easement -yes Plan set-Sht.l
• 30' Grass filter
• Max. head — 2'
CONCLUSION
Plan set-Shts.1/2
Plan set-Sht.1/2
The proposed design is for 0.47 total acre site for a 7,000 sgft facility. The site includes 18,052 sqft of
proposed impervious surfaces, building and parking. All run off will drain to the sedimentation
chamber and sand filter, grass filter and into an existing drainage swale. Additionally, the proposed
facility contains the required event, draw down, max head, meeting or exceeding all DENR size, depth
and volume requirements.
•, ' 0....
v a . V r.
KsMj Engineering,pllc
388 McCotter Blvd
Havelock, NC 28532
A
2

►o
1 qk. ®t%

NC DENR - DMSON OF WATER QUALITY
.0315 NEUSE RIVER BASIN
2B .0300
Class
Name of Stream Description Class Date Index No.
Mill Swamp
From source to Upper Broad
C;Sw,NSW
05/01/88
27-106-3
Creek
Morgan Swamp
From source to Mill Swamp
C;SW,NSW
05/01/88
27-106-3-1
Upper Broad Creek
From N. C. Hwy. 55 Bridge
SC;Sw,NSW
05/01/88
27-106-(4)
to Pamlico County SR 1103
(Lees Landing)
Sasses Branch
From source to Upper Broad
SC;Sw,NSW
05/01/88
27-106-5
Creek
Deep Run
From source to Upper Broad
SC;Sw,NSW
05/01/88
27-106-6
Creek
Upper Broad Creek
From Pamlico County SR 1103
SB;SW,NSW
12/01/90
27-106-(7)
(Lees Landing) to Neuse
River
Goose Creek
From source to Scotts Store
C;Sw,NSW
05/01/88
27-107-(3)
road (Pamlico County SR
1005)
West Fork Goose Creek
From source to Goose Creek
C;SW,NSW
05/01/88
27-107-2
East Pork Goose Creek
From source to Goose Creek
C;Sw,NSW
05/01/88
27-107-3
Deep Run Branch
From source to GOO6e Creek
C;Sw,NSW
05/01/88
27-107-4
Simmons Branch
From source to Goose Creek
C;Sw,NSW
05/01/88
27-107-5
Goose Creek
From Scotts Store road
SC;Sw,NSW
05/01/88
27-107-(6)
(Pamlico County SR 1005) to
a point 0.5 miles
downstream of Cypress Creek
(near Wood Landing)
Black Creek
From source to Goose Creek
SC;Sw,NSW
05/01/88
27-107-7
Gaston Swamp
From source to Goose Creek
SC;SW,NSW
05/01/88
27-107-8
Alexander Swamp
From source to Goose Creek
SC;Sw,NSW
05/01/88
27-107-9
Cypress Creek
From source to Goose Creek
SC;Sw,NSW
05/01/88
27-107-10
Goose Creek
From a point 0.5 miles
SB;SW,NSW
12/01/90
27-107-(11)
downstream of Cypress Creek
to Nauss River
Otter Creek
From
source
to
Nauss River
SC;Sw,NSW
05/01/88
27-108
Crooked Run
From
source
to
Otter Creek
SC;Sw,NSW
05/01/88
27-108-1
Lower Duck Creek
From
source
to
Neuse River
SC;Sw,NSW
05/01/88
27-109
Dam Creek
From
source
to
Nauss River
SC;Sw,NSW
05/01/88
27-110
Beard Creek
From
source
to
Nauss River
SC;Sw,NSW
05/01/88
27-111
East Prong Beard Creek
From
source
to
Beard Creek
SC;Sw,NSW
05/01/88
27-111-1
Cedar Gut
From
source
to
Beard Creek
SC;Sw,NSW
05/01/88
27-111-2
Purifoy Gut
From
source
to
Beard Creek
SC;Sw,NSW
05/01/88
27-111-3
Caraway Creek
From
source
to
Beard Creek
SC;Sw,NSW
05/01/88
27-111-4
Slocum Creek
From
source
to
Neuse River
SC;Sw,NSW
05/01/88
27-112
Southwest Prong Slocum Creek
From
source
to
Slocum Creek
C;Sw,NSW
05/01/88
27-112-1
East Branch
From
source
to
Southwest
C;Sw,NSW
OS/01/88
27-112-1-1
Prong Slocum Creek
East Canal
From
source
to
East Branch
C;Sw,NSW
05/01/88
27-112-1-1-1
Middle Canal
From
source
to
East Canal
C;Sw,NSW
05/01/88
27-112-1-1-1-1
South Canal
From
source
to
East Canal
C;Sw,NSW
05/01/88
27-112-1-1-1-2
Page 32 of 43
2009-01-03 06:23:16
q

DWQ USE ONLY
Date Received Fee Paid Permit Number11
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Frank D. Williams In
2. Print owner/Signing Official's name and title (person legally responsible for facility and compliance):
Frank D. Williams Ir
3. Mailing Address for person listed in item 2 above:
119 Longwood Drive
City:Stella State:NC Zip:28582
Phone: (252- ) 447-2446 Fax:
[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Family Karate Center
5. Location of Project (street address):
473 US Hwy 70 West
City: Havelock County:Craven Zip:28532
6. Directions to project (from nearest major intersection):
Along service road /US Highway 70 E
7. Latitude:34° W 25" N Longitude:76° 56' 29" W of project
8. Contact person who can answer questions about the project:
Name:Susan Sayger, PE Telephone Number. (252 ) 444-576 Cell 349-5803
EmaiL--hahersaygr@aoLcom
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
❑Renewal []Modification
r.-_., manl ,n, n1 In no

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numbers and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density []Redevelop []General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 0.47 acres
4. Total Wetlands Area: 0 acres
5. 1W Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area'*:0.47 acres 7. Project Built Upon Area: 85 %
8. How many drainage areas does the project have? 1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Fnr hioh di pity nrn n tc_ romnletp the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Neuse River
Stream Class & Index No.
c
Total Drainage Area (si)
20861
On -site Drainage Area (so
20861
Off -site Drainage Area (sf J
0
Existing Impervious` Area (sf)
0
Proposed Impervious"Area (sf)
18052
% Impervious* Area (total)
86
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
7000
On -site Streets (sf)
11052
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (so
Off -site (sf)
Total (sf):
18052
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (B1IA).

10. How was the off -site impervious area listed above derived?N-A
W. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from httl2,//h2o.enr.state.nc.us/su/bmp forms htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from httl2:/lh2o.enr.state.nc.us/su/bmp forms htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-OffSite System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-hi iltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructers Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
r-_ cnsn I ,n, v..:__ n,i in no
n__..1 ..CA

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi mays.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form SW
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if to,
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR ✓
• Calculations & detailed narrative description of stormwater treatment/management ✓
• Copy of any applicable soils report i
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project names
- Engineer and firm
- Legend .
- North arrow
- Scale
- Revision number & date
- Mean high water line •
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section (ex. designing engineer or firm)
Designated agent (individual or firm):KSMT pllc
Mailing Address:388 McCotter Blvd.
City: Havelock State:NC Zip:28532
Phone: [phone] Cell 349 5803 Fax: (252 ) 444-5765
Email:habersaygr®aol.com
VIII. APPLICANTS CERTIFICATION
I, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. t
10
Date:
I-- O .T I., lI_.__ N' ,O no n___ I _r I
R

Permit Number
(to be Provided by DWG)
o�'�f WATpgOG
Y
NCDEHR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also HY out and submit the Required Items Checklist (Section III) and the 1&M Agreement (Section IV)
O� <
Project name
Family Karate Center
Contact name
Sue Sayger
Phone number
252 3495803
Date
March 16, 2009
Drainage area number
1
Drainage area (Ab)
20,861.001tt
OK
Impervious area
18,052.00 N
% Impervious (IA)
86.5% %
Design rainfall depth (Ro)
1.50 in
Peak Flow Calculations
1-yr, 24-hr runafi depth
in
1-yr,24hrinlensily
3.00 inlhr
Pre-developmeM 1-yr, 24-hr runoff
0.75 f131sec
Post -development 1-yr, 24-hr runoff
1.20 ft Isec
Pre/Post 1-yr, 24-hr peak control
0.45 fe/sec
Storage Volume
Design volume (WQV)
1,870.00 fl'
Adjusted water quality volume (WQVW
1,402.50ft
OK
Volume contained in the sedimentation basin and on lop of the sand filter
1,420.00
Ma)dmum head on the sedimentation basin and sand filter (hvfr,)
2.00 It
OK
Average head on the sedimentation basin and sand filler (hA)
1.00 it
OK
Runoff Coefficient (Rv)
0.83 (unitless)
Type of Sand Filter
Open sand filter? y Y or N
If this is an open sand filler. The dearer= between the bottom of the sand 1.00 it
filter and the SHWT (dam T)
Closed/pre-cast sand filler.' n Y or N
If this is a dosed sand filler: The clearance between the bottom of the sand it
fitter and the SHWT (dwwT)
If this is a dosed, underground dosed sand filter. The clearance between
the surface of the sand filler and the bottom of the roof of the underground it
structure (d,p,,)
Fonn SW401Sand Filter-Rev.4 Pans I and R. Project Design Summary, Page 1 of 3
E

Pennn Number
(to be provided by D WO)
Sedimentation Basin
Surface area of sedimentation basin (As)
Sand Fitter
Surface area of sand fiber (AF)
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Time to drain the sand fitter @
Time to drain the sand fitter (t)
Additional Information
Does volume in excess of the design volume bypass the sand fitter?
Is an off-line flow -splitting device used?
Does volume in excess of the design volume flow evenly distnbuted through a
vegetated filler?
What is the length of the vegetated fitter?
Does the design use a level spreader to evenly distribute Box?
Is the BMP located at Ieas130ft from surface waters (50ft ff SA waters)?
If not a dosed bottom, is BMP located at least 1 Wit from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimehtation chamber/forebay (Ws,d)?
What is the depth of sand over the outlet pipe?
Sedimentatou
Cbwubei
1 or ForebavI
F1o,c
In -Sim
2' R
«rsed
Figure 1: Open Sand Riter
OK. Meets minimum, but may need to be increased to
355.00 t
contain the required volume if error under Storage
Volume section.
Increase surface area.This will also increase the
355.00 fl system's
ability to contain the adjusted water quality
volume (a requirement above).
1.50 It
3.50 (tt/day)
20.00 hours
OK. Submit drainage calculations.
0.83 days
y YorN OK
n Y or N Insulficlent flow splitter.
y Y or N OK
30.00 It
y YorN OK
y Y or N OK
y YorN OK
y Y or N OK
y Y or N OK
3.50 It OK
1.50 it OK
Swid Filter
01,111115'
A
��Chrtlet Prye
Hr2h Wat"Table
Form SW401-Sand Fitter-Rev.4
`RWe dF
= a I dsnrwr
Path 1 and II. Project Design Summary, Page 2 of 3
101

Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. ff a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
1. Plans (1' - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber
- Maintenance access,
- Flow splitting device,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
- Boundaries of drainage easement.
_
2. Plan details (1' = 50' or larger) for the sand fitter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the fitter
chamber
- Maintenance access,
- Flow splitting device,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (If applicable), and
- Boundaries of drainage easement.
3. Section view of the sand fitter (1' = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand fitter chamber,
- Depth of sand fitter media
- Connection between the sedimentation chamber and the sand fitter chamber,
- SHWT level(s)
- Outlet pipe, and
- Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable) NA i
4. A soils report that is based upon an actual field investigation, soil borings, and infittratbn tests. The
results of the soils report must be verified in the field by DWQ, by completing 6 submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
5. Supporting calculations (including drainage calculations)
6. Signed and notarized operation and maintenance (O&M) agreement
7. A copy of the deed restrictions (if required).
Form SW401Sand Finer-Rev.4
Part III, Page 1 of 1
B

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity of
structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
sand filter.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after
vacuuming.
The sand filter will be inspected quarterly and within 24 hours after every storm event
greater than 1.0 inches (or 13 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element.
Potential roblem:
How I will remediate theproblem*
The entire BMP
Trash debris is present.
Remove the trash debris.
The adjacent pavement
Sediment is present on the
Sweep or vacuum the sediment as
(if applicable)
pavement surface.
soon as possible.
The perimeter of the
sand filter
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The flow diversion
The structure is clogged.
Unclog the conveyance and dispose
structure
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repair.
The pretreatment area
Sediment has accumulated to
a depth of greater than six
inches.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present
Remove the weeds, preferably by
hand. U a pesticide is used, wipe it
on the plants rather than spraying.
n....... cnreni a....a na.... naww u.... a

BMP element:
Potential roblem:
How I will remediate theproblem:
The filter bed and
Water is ponding on the
Check to see if the collector system
underdrain collection
surface for more than 24
is clogged and flush if necessary. If
system
hours after a storm.
water still ponds, remove the top
few inches of filter bed media and
replace. If water still ponds, then
consult an expert.
The outflow spillway
Shnibs or trees have started
Remove shrubs and trees
and pipe
to grow on the embankment
immediately.
The outflow pipe is clogged.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
The outflow pipe is damaged.
Repair or replace the pipe.
The receiving water
Erosion or other signs of
damage have occurred at the
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
it

Permit Number.
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible parry.
Project nameTamily Karate Center
BMP drainage area
Print nameTrank Williams PhD
Address:119 Long -wood Drive Stella, NC 28582
Date: / -ua
Note: The legally responsible party should not be a homeowners association unless more then 500/6 of
the lots have been sold and a resident of the subdivision has been named the president.
- e I , r e, — a Notary Public for the State of
/V C_ County of �fF cL u e h do hereby certify that
lCrGt i, CAII- / i t' a � s personally appeared before me this / 7
day of V- C rX �, and acknowledge the due execution of the
forgoing sand filter maintenance requirements. Witness my hand and official seal,
* '/' , 'Q xg
SEAL
My commission expires
Form SW401-Sand Filter O&M-Rev.3
Page 3 of
1)

High Density Commercial Subdivision
Deed Restrictions L Protective Covenantee
In accordance with Title 15 NCAC 21-1.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
I, Fnk D. Williams. Jr. acknowledge, affirm and agree by my signature below, that
1 iwili racause the following deed restrictions and covenants to be recorded prior to the sale of any lot.
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 18052 square feet. This allotted
eportion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
OR, If the proposed built -upon areas per lot will vary, please REPLACE #6 above with the
following:
6. The maximum built -upon area per lot in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
e —I— - / 1 e, f w , a Notary Public in the
State of N C County of r a y e !!q
do hereby certify that FYa-n /J Wt / 1 i //�n S personally appeared
before me this the � day of Ao GC V C h 20 C �1 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL -
Eignnature cl�
My Commission expires
A

Oa& Jan. 12, 2009
.P,,�kL family Karate center
Yac6 41 Inaltratl0n basin
DrainageArea. Impervous % Area-bidgs- Area -
Drainage area number Drainage Area-eq ft Ac Area _sq ft' Impervious Sq ft streeteSgFt Area-bidgs-Ac Area-streets-Ac
1 20BGOJM DAT89 1805E 0,86=1831 7000 11052 0180897888 0253716008
Dnign RequlrernenM
0 a28816488 Rv
1S052 mpw UNW A)
20880 854 TOW area erect ACRES
raw stomps
187022" WOV-RV'1.5•Ad
1403 WOV
dnwda n
y 3 6 iVday
q dnm dam 1855668087 ft^31daY
drawdowm time 0 846681048 day
INCREMNTAL
CUMMULATIVE
PERM AND TEMP VOLUME
ELEV
DELTA AREA
LENGTH
WIDTH
DELTAELEV
AREA
VOLUME
VOLUME
49.50
100
3 65
0.50
355
533
533
49
100
365
1.5
355
533
533
47,5
100
100
355
355
0.50
356
0
178
533
47.60
100
356
1
355
355
355
47
46
100
365
0
0
0
0
IQ uR
u

F"ILY%ARATE CENTER
US Highway 70
Havelock, Craven County, North Carolina
March 19, 2009
Subject: Subsurface soil exploration
Family Karate Center
INTRODUCTION
The following report contains the results of subsurface field test, to establish the in situ height of
the seasonal high water table. Neither this report, nor the field tests performed are intended to
serve as geotechnical recommendations or as a basis of pavement design selection. On March
03, 2009 KSMJ, pllc performed a subsurface soil exploration at the site of the proposed Family
Karate Center project. The site is to be located at 473 US Highway 70, approximately two miles
west of State Road 101, within the City limits of Havelock, Craven County.
Based on information from the provided plans, a sedimentation chamber and sand filter system is
proposed to meet the DENR high density stormwater requirements. As such, hand auger borings
were performed at 50 foot intervals 25 feet from the southerly property line. From general
observations of the existing and historical use of the property it appears the property has been
been vacant for some time. Per the Craven County soils map, the in -situ soils are of the Rain
series. Based on the observations and soil classifications, the generalized subsurface conditions,
the depth to seasonal highwater table appears to be approximately 2.8-3 feet.
FIELD EXPLORATION
Center of proposed sand filter
Topsoil to 6 inches, friable with coarse roots.
Beneath top soil was grayish -brown and sandy loam, with fine roots.
Groundwater table was encountered at 2.8 to 3 feet, elevation 45.2
Laboratory testing was not performed
Susan Sayger, PE
KSMJ Engineering, pllc
388 McCotter Blvd., Havelock, NC 28532
252-349-5803
it

http://gismaps.cravencounty.com/maps/map_print.asp?pid=6-041 %20%20%20-032&min...
3/17/2009
17

NORTH CAROLINA
CRAVEN COUNTY
Iwags 10: 000001042444 TVPe: LAP
Aesorded: 10/12/2006 at 04:46:01 PH
Fes AMt: 190a.00 Page 1 4f 4
Exclee Tax: $280.00
Craven, NC
Sherri 0. Mchard Aealster of Deeds
mc2519PG141
PID# 6 041032
WHOLE
GENERAL WARRANTY DEED
THIS DEED, made and entered mw this 19 day of October, 2006, by
and between JUMEY SCOTT STALLINGS, Trustee under the William R.
Stallings Irrevocable Trust, dated September 30, 1995, hereinafter referred to as
"Grautor(s)"; and FRANK D. WILLIAMS, JR. and wife, JENNIFER M.
WILLIAMS, whose address is 119 LONGWOOD DRIVE
STELLA, NC 28582. hereinafter referred toas"Grantee(s)";
WITNESSETIt-
That Grantor(s) in consideration of the sum of Ten Dollars ($10.00) and
other good and valuable consideration to said Grantor(s) paid by the Grantee(s),
the receipt of which is hereby acknowledged, has bargained and sold, and by these
presents does bargain, sell and convey to the said Ctraotee(s), their heirs and
assigns, the following describod property, to wit:
All that certain lot or parcel of land lying and being situate in the
City of Havelock, Number Six Township, Craven County North
Carolina, and being more particularly described as follows:
r-S" -ON ^bI;vom
Book 2519. Pane 141. File Bimbe
16

?age 2, of 4)
'111111111111
Imago I0'. 000001042445 TVPe: W
Page 2 at 4
Px2519n142
BEGINNING at a point located in the western line of the sixty (60)
foot right-of-way of the Service Road designated as NCSR #1774,
said point iron being located South 24-23 East 993.26 feet, South
70-40 West 30.13 feet and South 24-35 East 104.79 feet from a
P.K. nail at the centerline intersection of the aforesaid Service Road
(NCSR #1774) and Greenfield Heights Boulevard (NCSR #1746);
AND RUNNING THENCE FROM SAID POW OF
BEGINNING SO LOCATED along and with the western right-of-
way line of the Service Road (NCSR #1774) South 24-35 East
104.79 feet; thence cornering and running South 70-40 West 204.95
feet; thence cornering and running North 18-50 West 104.355 feet;
thence cornering and running North 70.40 East to the point of
beginning, and being approximately one-half of the tract of land
acquired by Charles Hall Ashford, Jr. as Tract Two in the deed
recorded in Book SM, Page 82 in the Office of the Craven County
Registry.
This conveyance is made subject to restrictions, easements and
leases in effect affecting said property.
Being a portion of the same- property conveyed to the said Grantor's
by Deed dated October 2,1995 and recorded in Book 1485, Page
361, Craven County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereumto belonging to the said Grantee(s), their heirs
and assigns in fee simple forever, subject to the heTeinabove mentioned
encumbrances, if any.
And the said Grantor's), for themselves, their suocessors and assigns, do
covenant with said Grantee(s), their heirs and assigns, that said Grantor(s) is/are
seized of said property in fee and have the right to convey same in fee simple; that
the same is flee from encumbrances except the encumbrances or restrictions
mentioned above, if any; and that said Grantor(s) will warrant and defend the title
to the same against the lawful claims of all persons whomsoever.
Book 2519. Pax 141. File NUMbe
11

?age 3 of 4)
I W®i ®hill mil
pppa 9 or 4
9K2519 ra143
IN TESTIMONY WHEREOF, the said Grantor(s) has1have hereunto set
their hand(s) and seal(s) the day and year first above written.
STATE OF NORTH CAROLINA
COUNTY OF
I IfiN" s 6 n (, . oora/a on a Notary Public in
and for said county and state, do hereby certify that JEFFREY SCOTT
STALLINGS, Grantor, personally appeared before me this day and acknowledged
the due execution of the foregoing deed by himself as trustee of the William R.
Stallings Irrevocable Trust dated September 30, 1995. Witness my hand and official
seal, this the ! O fi` day of October, 2006.
My Commissic
MOM & Ward
Hook 2519. Pane 141. File Himbe
I

Page 4 of 4)
I�1�1NWtl�®®gBlgqC�
Imapa ra: 0000010Q447 Type: CM
444 at a
w2519m1
STATE OF NORTH CAROU NA
COUNTY OF CRAVEN
The foregoing certificate(s)
is (are) certified to be correct. This inshumeot was Presented for registration this
day and hoar and duly recorded in the office of the Register of Deeds of CRAVEN
County, NC in Book Page
This the day of A.D., 20_ at
o'clock ^M.
Register of Deeds AsstJDe" Register of Deeds
Boot 2519. Paae 141. File tAmM
ZI

® FAMILYSARATECLWTER
US Highway 70
Havelock, Craven County, North Carolina
March 19, 2009
Subject: Subsurface soil exploration
Family Karate Center
INTRODUCTION
The following report contains the results of subsurface field test, to establish the in situ height of
the seasonal high water table. Neither this report, nor the field tests performed are intended to
serve as geotechnical recommendations or as a basis of pavement design selection. On March
03, 2009 KSMJ, pllc performed a subsurface soil exploration at the site of the proposed Family
Karate Center project. The site is to be located at 473 US Highway 70, approximately two miles
west of State Road 101, within the City limits of Havelock, Craven County.
Based on information from the provided plans, a sedimentation chamber and sand filter system is
proposed to meet the DENR high density stormwater requirements. As such, hand auger borings
were performed at 50 foot intervals 25 feet from the southerly property line. From general
observations of the existing and historical use of the property it appears the property has been
been vacant for some time. Per the Craven County soils map, the in -situ soils are of the Rain
series. Based on the observations and soil classifications, the generalized subsurface conditions,
the depth to seasonal highwater table appears to be approximately 2.8-3 feet.
FIELD EXPLORATION
Center of proposed sand filter
Topsoil to 6 inches, friable with coarse roots.
Beneath top soil was grayish -brown and sandy loam, with fine roots.
Groundwater table was encountered at 2.8 to 3 feet, elevation 45.2
Laboratory testing was not performed
324
Susan Sayger, PE GWN
KSMJ Engineering, pllc " ,,,,H......,,,
388 McCotter Blvd., Havelock, NC 28532
252-349-5803

LAYOUT ® ® Page 1 of 3
http://gismaps.cravencounty.com/maps/map_print.asp?pid=6-041 %20%20%20-032&min...
3/17/2009
11

Date: Jan. 12, 2009,REVISED 5-09,rovised Oct 14 2011,Nov,16,2011
Project family Karate center
Facility SAND FILTER
Drainage Area- Impervous Area-bldgs- Area- Area-blcigs• Area -streets -
Drainage area number Drainage Area-sq ft Ac Area sq ft' % Impervious Sq ft streetsSgFt Ac Ac
1 20860.884 0.4789 14840 0.711379249 7000 7840 0.160697888 0.179981635
,1..n GOA nAl.. 1A.AI ( 1119907d4 7(1r111 ]Ydr1
%
length
FULL DEVELOPMENT
impervious
width @top
@length
u ntarezna
Design Requirements
0.690241324 Rv
14840 impervlous(sq %)
20861 Total area area SOFT
regd storage
1800 WOV=Rv'1.5'Ad
1350 ADJUSTED WOV=wgv'.75
1451 PROVIDED VOLUME (See belay)
drawdown
k
3.2 iVday,
q draw down
1722.666667 W3/day
drawdown time
0.783616715 day
18.80680115 hours
4.90 e]
PERM AND TEMP VOLUME
INCREMNTAL
i
I
CUMMULAT(VEI
ELEV
DELTA AREA
LENGTH
WIDTH
DELTA ELEV
AREA
VOLUME
VOLUME
48.50
95
4.25
1.50
404
606
1451
47
95
4.25
1
404
404
846
46
95
4.25
404
221
442
48.50
95
4.65
0.50
442
221
442
48
95
4.65
0.5
442
221
221
47.5
95
4.65
442
0
0
0
i 0
i 0
Cu Ft) I
ICU Ft)

Page ,1 of 4)
Ietape I0: 000001042444 Type: OAP
Recorded: 10/12/2000 at 04:45:01 PM
Pee Apt: SMS-00 Page 1 of 4
Excise Tax: $280.00
craven, NO
Shsrrl 13 Alchard Repister of Deeds
eK2519P141
PID# 6 041032
NORTH CAROLINA WHOLE
GENERAL WARRANTY DEED
CRAVEN COUNTY
THIS DEED, made and entered into this V_ day of October, 2006, by
and between JEFFREY SCOTT STALLINGS, Trustee under the William R.
6 Stallings Irrevocable Trust, dated September 30, 1995, hereinafter referred to as
3
"Grantor(s)"; and FRANK D. WILLIAMS, JR. and wife, JENNIFER M.
3p WILLIAMS, whose address is 119 LONGWOOD DRIVE
3
STELLA, NC 28582 hereinafter referred to as "Grantee(s)";
3
WITNESSETH:
tg
E That Grantor(s) in consideration of the sum of Ten Dollars ($10.00) and
f
LT other good and valuable consideration to said Grantee(s) paid by the Grantee(s),
6
the receipt of which is hereby acknowledged, has bargained and sold, and by these
presents does bargain, sell and convey to the said Grantee(s), their heirs and
assigns, the following described property, to wit:
All dim certain lot or parcel of land lying and being situate in the
City of Havelock, Number Six Township, Craven County North
Carolina, and being more particularly described as follows:
MMM 'ON A0141JOA
Book 2519. Face 141. File Numb
16