SW8131011_APPROVED PLANS_20160429

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 131 d l
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2U 1 l0 0 `I 2 q
YYYYMMDD

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8 7
PERVIOUS GRAVEL REQUIREMENTS PER NCDEQ
Number 57 Stone — Criteria
An area of Number 57 stone (as designated by ASTM) shall not be counted
as built -upon area if it meets all the following criteria:
1. The 57 stone is not mixed with other aggregate material;
2. The 57 stone is laid at least four inches thick; #57 Stone
3. The 57 stone is laid over a geotextile fabric;11
4. The 57 stone and geotextile fabric is not placed on top of an impervious material, such as cEush-
and-run or asphalt;
5. The 57 stone area does not use an underdrain system that discharges without treatment;
6. The geotextile fabric is permeable and comprised of non -biodegradable textiles; and
7. The soil on which the 57 stone will be placed (subgrade) will not be mechanically compacted
prior to installation.
FILTER
6 5
FILTER FABRIC SPECIFICATION:
THE FILTER FABRIC USED AS AN YNDERLAYMENT FOR THE PROPOSED #57 STONE PARKING AREA
SHALL BE LM 400 4 OZ NEEDLE PUNCHED NONWOVEN GEOTEXTILE FABRIC.
PIN 4235-80-9320-0000
BLUE WATER COMMUNITY ASSN
ZONING C1
PIN 4235-80-9320-0000
6" OF CLEAN WASHED HERITAGE 1 LLC
ZONING C1_j
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RESIDENTIAL
-UNCOMPACTED SUBGRADE
PERVIOUS GRAVEL CROSS SECTION
NTS
BTOPSAIL ISLAND YACHT CLUB
ZONING C1
TOTAL AREA
124821 SF
EXISTING
TYPE A "BUFFER/
EXISTING DOCK AND SLIPS
WOOD RAMP
2-12" DQUBLE OUTLET
4
PIN 4235-90-0155-0000
TITC LLC
ZONING C1
MERCANTILE
4
NEW TYPE A "BUFFER/ SCREEN"
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20 FT ACCESS/DRAINAGE EASEMENT
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D O O O O O O 0 0 0 0 0 0 0 00 0 0 0 6666606600046660066 0 00 G e
DRY STACK
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STORM WATER PLAN MODIFICATION
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Construction Sequence
N29°28'45"W I
64.73 1
1. Pre construction meeting with surveyor, grading contractor, owners and Engineer.
5-,
A meeting will take place involving all parties involved in the construction process.
The storm water plans will be discussed, as well as the sequence
and BMP?s to be in place before, during and after construction.
MEAN HIGH WATER
PROPOSED
CHAIN LINK FENCE
2. Temporary Gravel Construction Entrance/Exit—Practice 6.06 BY OTHERS
The site is currently served by a gravel access which will be utilized during the construction of
the proposed
parking area.
3. Land Grading — Practice 6.02
Filling of the of the proposed area can be started to assure a uniform slope from the edge of
the
existing parking and landscaped areas to the property line. The grade should be sloped toward
the property line and away from the existing gravel parking area. All organic matter such cs root mat
shall be removed and the fill shall not be compacted. If the fill gets somewhat compacetd during
placement
the area shall be disced prior to the installation of the filter fabric.
7. Construction of Buildings
Construction of buildings will proceed to the point where heavy equipment will no
longer be needed.
4. Placement of Filter Fabric and #57 stone.
Filter fabric shall be placedon top of the uncompacted subgradeper the manufacturer's specifications.
A minimum of 6" of clean wahsed #57 stone shall be placed on top of the filter fabric. At no
time
shall the minimum depth of #57 stone be less than 4".
9. Landscaping
Landscaping elements shall be installed per the plan and the requirements of the Town of SLrf
City.
8 7
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NtW I TF't t5 OtM1-
OPAQUE SCREEN" p
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EXISTING GRAVEL PARKING LOT (45 (9' x 18') SPACES) 18,400 SF
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55.7 O
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POOL & DECK O
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EXISTING HYDRANT 293.00'
FLOOD ZONE AE10
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m EXISTING 6" WATER
vr— HYDRANT: RELOCATE
WITH 3 FT CLEAR
APPROX. 56,400 SF EXISTING IMPERV. AREA
'OSED 8'x8' POOL 7,500 SF NEW PROPOSED IMPERV. AREA
H. ROOM TOTAL 64,000 SIF NORT7r
PIN 4235-80-4097-0000
REDUS NC COASTAL LLC
ZONING C1
30 0' 30 60 90
1" - 30'
SURVEY SOURCE - MICHAEL UNDERWOOD PLS L-2962 7111/07
NOTE: THIS SITE PLAN HAS BEEN REVISED TO SHOW THE ADDITION OF 26 PARKING SPACES
IN A GRAVEL LOT WITH ASSOCIATED LANDSCAPING. THE GRAVEL LOT WILL ADHERE TC THE NCDEO
STANDARDS FOR PERVIOUS GRAVEL AND NOT INCREASE THE SITE BUILT UPON AREA.
5
GRASS
HD BUMP
TYPE D
3 2
— ATLANTIC OCEAN —
VICINITY SKETCH
NOT TO SCALE
MERCANTILE
PIN 4235-90-2012-0000
JOSHUA TREE ATLANTIC LLC
ZONING C1
GREENSBORO AVE 40 FT RNV
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PIN 4234-99-0922-0000
RBR MOCKS INC
ZONING C1
RESTAURANT
PIN 4234-89-9880-0000
CAROLINA TEL et a
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CENTRAL OFFICE
PIN 4234-89-8890-0000 Lle�
BATTS PROPERTIES INC W
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PROPOSED GRAVEL PARKING AREA
NOTE THAT THE BUA FOR THIS PROJECT WILL NOT INCREASE. THIS PLAN
SPECIFIES THE ADDITION OF A PERVIOUS GRAVEL PARKING AREA ONLY.
NO ADDITIONAL HARDENED SURFACES WILL BE CONSTRUCTED.
THE EXISTING DRAINAGE AREAS AND BMP'S WILL NOT BE ALTERED OR IMPACTED
IN ANY WAY.
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SELECT POROUS FILL
LEGEND
WATER
CONCRETE
GRAVEL
PROPOSED ELEVATION
EXSISTING ELEVATION
EXISTING INFILTRATION TRENCH
s 6" SOLID PIPE FROM DOWNSPOUT
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PROPERTY LINE
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> SHOWN ARE NAVD 88
'TRUCTION
GRADE
4.8'
RIGHT OF WAY
DOWNSPOUT
SLOPE DIRECTION
LINE BED WITH FILTER
- - FABRIC ALL SIDES
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4 INFILTRATION TRENCH SECTION
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1/2" = 1'-0"
4" DIA. HDPE
PERFORATED PIPE
SELECT POROUS FILL
PERIMETER DRAIN SECTION
NOT TO SCALE
50 FT BUFFER (SURFACE WATER)
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MEAN HIGH WATER M tOCN I
BY OTHERS �6 �
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z 16,021 SF OF SURFACE WATER a
N 69° 12' 35" E N 61 ° 34' 58" E I ¢
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it VIKING - OCEAN BREEZE PROPOSED CLUBHOUSE AND POOL U
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PROPOSED 8'x8' POOL i W INV 4.1
MECH. ROOM T
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EDGE OF BOAT STACK
PERIMETER DRAIN AROUND POOL 1 /y
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SEE DETAIL I PROPOSED POOL &DECK O / / 32 0
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PARKING LOT ' p
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PIN 235-80-4097-0000
REDUS NC COASTAL LLC
ZONING C1
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EXISTING CATCH BASIN -
INFORMATION SHOWN WITH REGARD TO THE I CB CB I
TOP Ji
OP6.9EXISTING AS BUILT TRENCH WAS TAKEN FORM THE INV3INV 3.9'.
2001 PERMIT DRAWINGS FROM PARKER AND
ASSOCIATES NOTE THAT ELEVATIONS ARE FROM A
DIFFERNT DATUM.
EXISTING GRAVEL PARKING LOT
17,900 SF
EXISTING DRY STACKS
37,312 SF
PROPOSED CLUBHOUSE
3484 SF
PROPOSED POOL DECK
1760 SF
POOL EQUIP. ROOM
100 SF
SIDEWALKS
1832 SF
FUTURE
1000SF
TOTAL IMPERVIOUS AREA
63,388 SF
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THERE ARE NO WETLANDS ON THE SUBJECT
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PROPERTY SHOWN AS DETERMINED BY:
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JASON DAIL
910-796-7221
X
127 CARINAL DRIVE EXTENTION
W
WILMINGTON, NC
ALL DOWN SPOUTS CONNECTED TO4"
CORRUGATED PLASTIC PIPE
DOWN SPOUT DETAIL
NOT TO SCALE
do DOWNSPOUT
3.0'
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FLOOD ZONE AE10
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DRAINAGE AREA 1 BOUNDARY
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24 - 0
S 60° 30' 07" W- -
287.13'
SIDEWALK
SIDEWALK:: SIDEWALK
SIDEWALK .
o RAN
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EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
DOT RECOMMENDED 40FT
n�V
APPROACH RADIUSWATER
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C/L NORTH NEW RIVER DRIVE 100 FT RAN
01 10, 25,
Printed: 3/21/201412:1T66,PM
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ENGINEERING AND DESIGN
402 NORTH TOPSAIL DR
SURF CITY, NC 28445
910.200.7616 FAX [phone]
EMAIL: [e-mail]
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Addres
Phone s
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
APPROVED
NORTH CAROLINA ENVIRONMENTA
MANAGEMENT COMMISSION
313i / 1 q
^�
No.
Description
Date
A
INITIAL ISSUE
9-1-13
Client
BEACH HOUSE YACHT
CLUB HOA
Project
BHYC CLUBHOUSE & POOL
NC HWY 210
SURF CITY, NC
STORMWATER
1
Project number q 13-175
Date Issue Date
BY:_
Drawn by Author
Checked by Checker
C1
Scale As indicated
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