SW8890508_Current Permit_19890621

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State of North Carolina
Department of Natural Resources and Community Development
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W Cobg6 Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
June 21, 1989
Mr. T. D. Wright, President
Kure by the Sea Partnership
535 The Cape Boulevard
Wilmington, North Carolina 28403
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 890508
Kure by the Sea Phase 1
New Hanover County
Dear Mr. Wright:
The Wilmington Regional Office received the Stormwater
submittal for Kure by the Sea on May 12, 1989 and final
information June 121 1989. Based on our review of the. project
plans and specifications, we have determined that the project
meets the low density option and thereby complies with the
Stormwater Regulations set forth in Title 15 NCAC 2H. 1003(A)(3).
This certification shall be effective from the date of issuance
until rescinded and the project shall be constructed in
accordance with the plans and specifications subsequently filed
with the Wilmington Regional Office.
If you have any questions concerning this matter, please
call Paul Rawls or me at [phone].
Sincerely,
Origiina; Signed By
A, PRESTO N HoWom
A. Preston Howard, Jr., P. E
Regional Supervisor
APH:PER:trw
cc: B' Mills
iR0 CF
"q,
-25 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL MANAGEMENT
Submittal Form for Projects Using Density limits for Stormwater Control
PROJECT DATA
Name of Project: Kure by the Sea: Phase I & IA
Location (County, Township/Municipality, Address): New Hanover County,
Fort Fisher Boulevard, Kure Beach
Applicant Name: Kure by the Sea Limited Partnership
Mailing Address: _ 535 The Cape Boulevard
Wilmington, NC 28403
Phone No:
Submittal Date: April 25, 1989
Brief Description (include map and appropriate drawings):
Water Body Receiving Stormwater Runoff:
Name of Water Body: Atlantic Ocean
Classification of Water Body: SB
Total Area of Proposed Project (acres): Phase I: 3.82 ac/Phase IA: 2.3 ac
State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major Sedimentation and Erosion Control ✓
404 Permit DEEM/DHS Sewage Disposal
Other (specify): )✓ DEM - Non -Discharge Permit
DHS - Water Line Extension Permit
CALCULATION OF BUILT -UPON AREA
(Built -upon area means that portion of an individual development that is
covered by impervious or partially pervious cover including buildings,
pavement, recreation facilities, etc. but not including decking.)
Phase I Phase IA
a) Built -upon area: 11.15 ac .69 ac Maximum
b) Total project area: 3.82 ac 2.3 ac
built -upon = W I t-upon area / total project area * 100
built -upon area maximum (Phase I)
3 0 maximum (Phase IA)
If the water body receiving stormwater runoff is classified as SA, is the
built -upon area < 25% ? Yes No
If the water body receiving stormwater runoff is classified other than SA,
is the % built -upon area < 30 Y. ? Yes ✓ No
STORMWATER COLLECTION SYSTEM
Is the only kind of stormwater collection system grass swales?
Yes ✓ No
(Grassed -lined swales should have a side slope of 3:1 (H:V) or less.)

If no, please provide a detailed description.
BUFFER AREA
Is the built -upon area at least 30 feet from mean high water of all
surface waters? Yesy/ No
If no, please provide a detailed description.
(Note: Only boat ramps, public roads, public bridges and walkways to water
related facilities are allowed within 30 feet of mean high water if the
project is intended to meet stormwater control requirements through
density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that subdivisions
maintain the development consistent with the plans and specifications
approved by the division and include the State as a beneficiary of the
restrictions?
Yes ✓ No
(Include a copy of the restrictions and covenants with this form.)
CERTIFICATION
I, l �J/(a q certify that the information included on
this submittal form is correct, that the project will be constructed in
conformance with this information and that to the best of my knowledge, the
the best of my knowledge, the proposed project complies with the requirement
or 15 NCAC 2H.1003 (b).
Signatur - 0 ner or Agent Date
Address
If agent, please list owner's name and address below.
DIVISION OF ENVIRONMENTAL MANAGEM NT SIGIII-OFF
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Regional Office � \
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Date
Individual Evaluating ForaK. / Plans
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Date
Regional Water 'Qua)l ity "SdpV isor

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NOTES
1 REFER TO "PRELIMINARY PLAN FOR KU1.1C BY THE SEA" DATED FEBRUARY
1989, PREPARED BY JACK STOCKS, R.' S. L856, FOR PROPERTY INFORMA-
TION. EXISTING TOPO INFORMAT )N USED ON THIS PLAN TAKEN FROM
SAME PRELIMINARY PLAN.
2. STORMWATER MANAGEMENT AS REQUIRED BY N.C. DIVISION OF ENVIRONMEN-
TAL MANAGEMENT IS TO BE ACCOMPLIS' BD BY DENSITY METHOD (I. E. , TO-
TAL BUILT-UP AREA WITHIN PROJECT )UNDARY SHALL BE 30 PERCENT OR
LESS).
LOCATION MAP
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FORMED
INVERT'
PRECAST 4"
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.PRECAST M.H. UNITS
W/CAST IN STEPS
AT 12 " O.C.
3/4" CA
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ac
SHALL BE I - 0" LARGER
THAN LARGEST PIPE FORM FLOW Bw
(4'-0" MIN.) CHAN $l.
Or POURE D BASE
3% 3" 3'e 21/4"
CONC. M.H. BLOCKS PRECAST M.H. RINGS
Wo
SECTION
'o"-TD® MANON60LE um"' E"llp Ah IL.
3/8" = I 0"
NOTE: SEE MANHOLE NOTES BELOW RIGHT
Z
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MANHOLES . UP TO 8' DEPTH
( ALLOWED ONLY WHERE BID ITEM ALLOWS STONED OTHERWISE
ALL PRECAST UNITS WILL HAVE A CONCRETE BASE.)
IONOLITHIC
,ONC. BOTTOM
JNDISTURBED
GRADE
—.qm All,
PLAN
M.H. RING 9 COVER
MIN. WEIGHTS
FRAME: 208 LDs.
COVER: 120 Lbs.
MA CONSTRUCTION `
SIMILAR TO STD. MANHOLE DIAMETER SHALL BE
MANHOLE E'-0" LARGER THAN THE LARGEST PIPE
(4'- O_ MIN.)
1'— 0"' 1 O"
Pt PS
12co
d 4 /
oee �
® S�
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CHANNEL
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NOTE
P WH_ SHALL BE USED WHERE
DIFFERENCE IN ELEVATION BETWEEN
INLET B OUTLET
IS 2'- 0" OR GREATER
SECTION
sUw&vKft0rV=% MAN1111"LE
SEE SITE PLAN
PROPERTY CLEAN OUT
LINE SEE DETAIL
QT& :
PIPE 13 FITTINGS IN LATERAL
STANI
SERVI
PLUG
IN-1
SLOPE AT 1.5 % ---s-
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r 4".i BEND
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SANITARY SEWER—r r-IfiI- 9Y ca► c;p•G
SEE PLAN FOR
SIZE & INV
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4 "Fv(i C✓L- _--AQ 0L-rF -fit lt. ? Pl,LJ� I � JClUt71 � LL.I✓Ai,-. T_ f�� t FT C. S�� Ta-� = Pt €�I.t9► . �- ��"
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SCREW PLUG
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STANDARD WATER �
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V
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COVER MARKED "C.Q
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0
CAST IRON PIPE
2
2
wl
0
FINISHED GRADE ,
AVEMENT
<
i t
MANHOLE CONSTRUCTION
44 SWEEP WYE
SIMILAR TO STANDARD MANHOLE
-7-
oc
STANDARD
CL
SERVICE
A6PLUS
t
eso
DtAMETER E OUA L TO
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t~
h
-O&L"A"
u
'T
NEW OR EXIST. CULVERT
SEWER PLUS 3 - 0
4'-0 MIN. DNA.
La
NO SCALE
NEW OR EAST C_ I.
SEWER - INV. VARIES
w
>
7.3000 PSI C- Ti N 6 ' 'a ®®�
MANHOLE NOTESD
• *C0kTlWU0ljS
PR0CF_DUF?e WWEN ALL -PIPES ARE IN -PLACE.
epo V P, e TH I C W. LAm3TF-r 0 _ M. .c .'
3. 5e,&L A 0 > ..
s i — W SO T(::> JC51i a r
D E TA I L F" I Foo' grom. S, alla P"POKs"T
IN ENt;AStMENmL&T
NO SCALE
OR AS ,
t
WATER MAIN
DIRECTED 1. .
{
0
SAT E R' -MET ER "
SERVICE LINE TO BE
�
EATER MOAC METER B
t
MIN. OF 28 BELOW
CURB GRACE
BRICK BASE
3/4" CORPORATION CURS STOP
STOP SEE SPECS.
ft
3/4 POLYETHYLENE
OR COPPER SERVICE INSTALL SERVICE W4�1=RE
..
CON NECTION BY OTHERS `
it
DIRECTED BY ENGINEER
Ut-1 AIL W A T E R
SER v
NO 'SCALD
NVT_ rE:_{i
EXIST. STREET 12® AS fMQUtRED 12" T2_,I&of-- WAS 46' 1;;�I(21�!; 6-F WAY
IN GOOD COADITION MIN N
OrTtmotus CONIC.
SUR11%CE. TYPE 1-2
u�
®u
As l y z Z AS'WAL`I'
_ -AD,- FT
1 xi
- y 3, I4E D STONE�
Fd L L ��G� " ��E i2 i8 <f-, 'el
�1r'�ItR~t�Ii-.`AA IC.
FORDRIVEWAY REPAIRS I- V2m SURFACE W/4"c
IZHT{51�3`
FOR STATE HIGHWAY REPAIR' 2' SURFACE O' BASE, 'i��'1 �,aL. �r�i" ��C.`�fc�� �"�c.� T}��`1 �
PIPE SIZE
o
A
GRADE
UNWSTURSE
..
r
e
+:0P S I CONC
REMOVESEND PLUG 2 sr
POUR AGANST
UJIDISTU11M *ti,
GRADE
i::' 3.
PLA_ SECTION
TEE
BLOCKING'
BLOCKINGCONCRETE
KI
PAVEMENT REPAIR DETAIL
NO SCALE
SYMBOL
DATE
DE SCR iPTrON,
Er
GR
OUND—, REPAIR'
�e
t.
MAW
•` * a a
„
GATE VALVE .. I ,
RD
WON 9OCyy i ;
1F s STREET
�. .- 28401
IffTo-,
sZE
*
ot
1 a
OPER- ,
GATIE VALVE
�T
4005 . # ye
',,.
c.'' TO TEE; N 11AW 0>..
D n _ , 4 a
UM-
• •, BOX DETAIL
NO SCALE