SW8060249_APPROVED PLANS_20060516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 20Lae
DOC TYPE
❑ CURRENT PERMIT
Q� APPROVED PLANS
C
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
22Zx��p
YYYYMMDD

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CASTLE HAYNE ROAD - U.S. HWY. 117
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DATA TABLE - LOT f 1
1.
PROPERTY AREA
55,757 SF / 1.28 ACRES
2.
PARKING LOT AREA
22.661 SF / 0.52 ACRES
3.
LANDSCAPING AREA
1,355 SF / 0.03 ACRES
4,
PARKING STALLS
12 SPACES INCLUDING (1) HANDICAP
5.
BUILDING AREA
3,500 SF
6.
SEPTIC AREA
4,750 SF / 0.11 ACRES
7.
SIDEWALKS
500 SF
8-
PERVIOUS AREA
16,339 SF
9-
IMPERVIOUS AREA
26,661 SF
SITE INFORMATION
1. NO WETLANDS EXISTS ON SUBJECT PROPERTY.
2. DISTURBED AREA FOR SITE= 4.79 AC.
3. POND CONSTRUCTED FOR TREATMENT OF IMPERVIOUS AREAS FOR ALL THREE LOTS.
LOT 1= 27,200 SF , LOT 2= 27,200 SF , LOT 3= 185,180 SF.
LE,E
CENTERLINE
s - PROPOSED STORM
SEWER
EXISTING PROPERTY
LINE
EXISTING GROUND
CONTOUR LINE
PROPOSED GROUND
CONTOUR LINE
■SDCBD PROPOSED STORM
SEWER CATCH BASIN
HANDICAP PARKING
TRAFFIC FLOW ARROW
EXISTING UTILITY
POWER POLE
O
EXISTING PROPERTY
BOUNDARY IRON PIPE
PROPOSED PROPERTY
BOUNDARY IRON PIPE
DUMPSTER
PROPOSED RIP RAP
-sr - Silt Fence
Proposed Tree (River
Birch or Similar -
NHCO Standard)
Proposed Shrub (Dwarf
Holly or Similar -
NHCO Standard)
.D/A Disturbed Area Line
Z
\
\ '
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked
for stability and operation following every runoff -producing
rainfall but in no case less than once every week- Any
needed repairs will be made immediately to maintain all
practices as designed.
2. All construction entrances will be periodically topdressed
with an additional inches of#4 stone to maintian proper
depth. Any sediment that is tracked into the street will be
immediately removed.
3. Sediment will be removed from the sediment trap and block
and gravel inlet protection device when storage capacity
has been approximately 50 % filled. Gravel will be cleaned
or replace when the sediment pool no longer drains properly.
4. Sediment will be removed from behind the sediment fence
when it becomes 0.5 feet deep at the fence. The sediment
fence will be repaired as necessary to maintain a barrier.
5. The sediment basin will be cleaned out when the level of
sediment reaches 2.0 feet below the top of the riser.
Gravel will be cleaned or replaced when the sediment pool
no longer drains property.
6. All seeded areas will be fertilized, reseeded as necessary,
and mulched according to specifications in the vegetative
plan to maintain a vigorous, dense vegetativie cover.
STABILIZATION NOTES
1. All slopes will be stabilized within 15 days of cease of any
phase of grading.
2. All other areas will be stabilized within 15 days of cease of
any phase of grading.
CONSTRUCTION SCHEDULE
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week
prior to beginning construction.
3. Install/Maintain temporary construction entrancelexit.
4. Before clearing and grading of the site, install silt
fencing at the base of slopes to restrict movement of
sediment from the site.
5. Begin clearing and grading of the site.
6. Install storm piping, catch basins, and curb inlets.
7. Install Inlet Protection for catch basins and curb inlets
to restrict movement of sediment from the site.
S. All erosion and sediment control practices will be
inspected bi-weekly and after each rainfall event.
Needed repairs will be made immediately.
9. After the entire covered area is stabilized all temporary
measures will be removed and permanent vegetative repairs
to be completed.
VEGETATION PLAN
1. After complete stabilization of the entire covered area,
top cover soils will be roughened by maki: g 1 " 2" deep
grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area
at a rate of 1.5 tons/acre; spread 10-10-' 0 fertilizer at rate
specified and incorporate into the top 6" of soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by
weighted farm disc set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing
with 10- 10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more
than 15 days. If grades are not complete and exposure is more than
15 days, temporary seed as specified.
GRAPHIC SCALE
20' 10' 0 40' 80'
1" = 40'
LANDSCAPE NOTES:
1. LANDSCAPE STRIP SHALL BE A MAXIMUM SLOPE OF 7:1 IN
ORDER TO PLANT VEGETATION.
2. PROVIDE A MINIMUM OF 3 INCHES OF MULCH AROUND ALL
PLANTING.
GENERAL NOTES:
1. CONTRACTOR SHALL CONTACT THE N.C. ONE CALL
CENTER TO LOCATE EXISTING UTILITIES AT THE SITE
PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. CONTRACTOR SOLELY RESPONSIBLE FOR COORDINATION
WITH EXISTING UTILITIES AND ANY DAMAGE THAT
OCCURS.
3. CURRENT/REQUIRED TRACT ZONING - R-15.
4. ALL TREES TO BE SAVED MUST BE PROPERLY PROTECTED
THROUGHOUT CONSTRUCTION.
5. INSTALL CURLEX EXCELSIOR EROSION CONTROL MATTING IN
THE GRASS SWALES
PARKING NOTES:
1. VARIANCES ON STALL WIDTHS, ANGLE AND OTHER DIMENSIONS
WILL BE ALLOWED ONLY UPON APPROVAL OF THE TRAFFIC
ENGINEER.
2. WHEEL STOPS SHALL BE REQUIRED THREE (3) FEET FROM THE
END OF PARKING STALL WHEN USING EIGHTEEN (18) FEET DEEP
STALLS.
3. CURBING, CROSSTIES, UTILITY POLES, ETC., CAN BE USED AS
WHEEL STOPS. (MUST BE ANCHORED DOWN)
4. ALL PARKING STALL MARKINGS AND LANE ARROWS SHALL BE
WHITE.
5. ALL OTHER PAVEMENT MARKINGS, SIGNS OR OTHER TRAFFIC
CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION
AND/OR INTERPRETATION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
6. NO OBSTRUCTIONS WILL BE ALLOWED ADJACENT TO A
PARKING STALL WHICH WOULD PREVENT SAFE INGRESS AND
EGRESS FROM A PARKED VEHICLE.
7. SIDEWALKS TO BE 4" THICK WITH A 1" DEEP SCORED JOINT
EVERY 5'.
Property Owners Certification:
"1 (We) hereby that I (we) am (are) the current owner of the
property and that upon receipt of "Authorization -To ---Construct
any clearing, grading, construction or development, will be
performed in accordance with this plan that the applicable
ordinances and rules of agencies which are hereby made part of
this plan. As the owner, I (we) accept full responsibility for the
construction and operation and maintenance of the proposed
facilities. I (We) will not attempt to transfer of this responsibility
without the written authorization of New Honooer County."
Signature:
Printed Name and Title:
Date:
Designers Plan Certification:
I hereby certify that this plan has been prepared in accordance
with the latest New Hanover County Ordinances and Storm Water
Design Manual."
Signature: lY -
tPrinted Name and Title:S�a*� `- t
D I
P�ov . o
AP Date:
NORTH CAROUNA ENVLRONMENTAL
- MANAGEMENT COMMtiSS10N Registration Number: 23,11�
DIVISION OF WATER QUAL17Y SEAL
WILMINGTON
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PLAN
WILCO HESS
NEW HANOVER COUNTY
NORTH CAROLINA
SITE PLAN
RIGHT ANGLE
ENCNNEEFIN0k P.C.
212 PRINCESS STREET
WILMINGTON, NC 28401
[phone] FAX [phone]
RATE:
11 /17/05
Scale:
1' = 40'
Drawn:
WSM
Checked:
WSL
Project No:
WHO105
Sheet No:
C1

STAINLESS STEEL PERMENENT POOL
TRASH RACK
3' X 3' CONC, ELEV 31.0 DISTANCE SHOWN ON PLANS
BOX RISER STAINLESS STEEL TRASH RACK
ELEV 30.0 4„ J.1-
) HORIZONTAL PIPE RISER PRINCIPAL SPILLWAY
HDPE DIAMETER 30"
1.0' 3' FOREBAY 10' WETLAND 10' WETLAND
ELEV 29.0 3_0' TOP 33.0 DISTANCE SHOWN ON PLANS 3' VEGETATIVE SHELF VEGETATIVE SHELF EMERGENCY SPILLWAY
2 CONTROL PIPE 27.5 EL. 33.0 TOP OF BANK 10' WIDE WIER FLARED END SECTION
WITH 45' BEND OUTLET AT BOTTOM OF
SCREENED INLET, EL. 31.5 EMERGENCY SPILLWAY EXISTING CHANNEL
n7 EL. 30.0 TEMPORARY POOL
30.0 1
RIP RAP , t, ,� pry, #57 STONE EL. 29.0 PERMANENT POOL INV. OUT = 26.5
29.0
4' X 4' X 6"
' _t
CONC. BASE APPR
NOTES: EX. GROUND EL. 25.25 SEDIMENT OX 6, 1 ..
REMOVAL ELEVATIO 1 25.25 SEDIMENT APPROX.
SURFACE REMOVAL ELEVATION 1
1. 2-INCH CONTROL PIPE TO BE FABRICATED OUT OF 1,5. INV. = 27.5
GALVANIZED STEEL PIPE. CONTRACTOR TO PROVIDE 30' Of 30" HPDE
SHOP DRAWING BEFORE STRUCTURE IS FABRICATED. ALL AREAS ABOVE PERMANENT PRINCIPAL BARREL
2. CONTRACTOR SHALL SUBMIT TRASH RACK POOL EL. TO BE SEEDED AS EL. 24.0 EL. 24.0 BOTTOM OF POND SPILLWAY
SPECIFICATIONS FOR APPROVAL PRIOR TO SHOWN ON SEEDING SCHEDULE '
CONSTRUCTION. ** WETLAND SHELF PLANTINGS - EQUAL AMOUNTS OF PICKERELWEED, SOFT -STEM RIP -RAP 5 WID RIP RAP CLASS B WITH
3. CONTRACTOR TO INSTALL RIP RAP 5'WIDE AROUND BULRUSH, ARROWHEAD/DUCK POTATO, PLANTED AT 2 FOOT ON CENTER AROUND ENTIRE AROUND ENTIRE 32" X 32" ANTI -SEEP COLLAR GEOTEXTILE FABRIC
ENTIRE OUTLET STRUCTURE. SHELF OUTLET STRUCTURE.
ANTI-FLOATION EXTEND UP SIDES TO
4. TRASH RACK MAXIMUM OPENING SIZE IS 4". BLOCK TOP OF BANK.
DEIMIRM POW B"CTM SEE OUTLET PROTECTION
NOT TO SCALE NOT TO SCALE SIZING FOR DIMENSIONS.
WOOD
POST
GENERAL NOTES:
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
MIN, 12 4 GA. WIRES
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
T.
O O'
a
36" oQE
COMPACT BACKFILL
3'2J ANCHOR SKIRT MINIMUM
STEEL OF 6"
WOOD POST
POST ALTERNATE: IN LIEU OF BURYING SKIRT, 6"
#3 WASHED STONE MAY BE USED
TO ANCHOR SKIRT
HAVE A MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING. MAINTENANCE NOTES:
FILTER FABRIC SHALL BE MIRAFI 100 OR EQUIVALENT AND
SHALL BE A MINIMUM OF 36" IN WIDTH. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
BURLAP CAN NOT BE USED WHERE SILT FENCE IS TO REMAIN FOR AND AT LEAST DAILY DURING PROLONGFD RAINFALL. ANY REQUIRED REPAIRS
A PERIOD OF MORE THAN 30 DAYS. SHALL BE MADE IMMEDIATELY.
STEEL POSTS SHALL BE 3'-0" IN HIGHT AND BE OF THE SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO HTE END
SELF -FASTENER ANGLE STEEL TYPE. OF THE: EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE
WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 INCHES FABRIC SHALL BE REPLACED PROMPTLY.
IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1 1/2" LONG. BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
SILT FENCES SHALL BE INSTALLED AROUND ALL CATCH BASINS, ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER
SILT FENCES SHALL BE PROVIDED AS NECESSARY TO PREVENT BARRIER IS NO LONGER REQUIRES SHALL BE DRESSED TO CONFORM WITH THE EXISTING
EXCESSIVE EROSION. GRADE, PREPARED AND SEEDED.
IE ORAF'i1f 0-T F 34M
NOT TO SCALE
iAier]r' f-f-ki r- AMM
CATCH BASIN HLET PW I EC IION
NOT TO SCALE
STANDARD MANHOLE
FRAME & COVER,
SEE DETAIL
BITUMINOUS
IMPREGENATED
YARN FRAME SEAL
TYPE "N" MASONRY
MORTAR, 1" MAXIMUM
ECCENTRIC CONE
SECTION (TYPICAL)
LU
1" BUTYL MASTIC
ROPE SEALER
u,
ar
Q
PRECAST 48" MANHOLE
SECTIONS AS REQUIRED
IL
ASTM C478, INTEGRAL
Ld
FLOOR, UNLESS
SHOWN OTHERWISE
Lo
50.00'
3"
3"
D
12'
15'
AXB
2'-2' x 3'
2'-2" x 9'
H
Z-47
2'-'
General Notes: Precast Catch Basins
1. Precast concrete structures shall be in accordance
with NCDOT section 1077 for "precast concrete units"
of the most recent "Standards Specifications for Roads and
:..
1$'
2'-2" x 3'
2'-W
Structures" And ASTM--C-913 for "Reinforced Concrete Water
:.
8,.
-
A g"
24'
3'
4' 0'
an d Wastewater Structures".
4' x 4
C-4'
© w
2. Concrete compressive strength shall be 4000 PSI Minimum and
;E 3
°a
i..
42'
S x 5
5 4'
shall meet the requirements as specified in NCDOT section
FINUES.
-
:, # 4 STONE
Q
PIPE
4W
S x &
W-W
1077.
-
:.
o �_
3. Reinforcing steel shall be of deformed steel bars conforming to
(N 0 UJ
CONCRETE
BASE
the requirements of ASTM-A-615, grade 60, or welded wire
ud
fabric conforming to the requirement of ASTM-A-82 or both.
PRECAST CONCRETE
GRADE ADJUSTMENT
RINGS -MIN. 4" HIGH
(MAXIMUM OF 2)
8,r I MAX.
TYP.
MANHOLE
STEPS-116
O.C. VERT.
MAXIMUM
5„
4. DO'
CONCRETE
# 4 STONE
00
SECTION
TEIIIIINVIRARY C11ON EINI UNCE
SCALE: 1 "=10'
NOTES:
1. NEOPRENE BOOT TO BE USED ON
ALL PRECAST MANHOLES WITH ALL
TYPES OF PIPES.
2. PIPE CLAMP (300-SERIES NON-
MAGNETIC CORROSION -RESISTANT
STEEL).
3. EXPANSION BAND, ALUMINUM
ALLOY WITH A BLACK ANODIZED
SURFACE.
SEE
NOTE
� 3
2 . .
CONCRETE
=� _ ► •1�,;.� 1:.� . 7rV ► A: ill _ �.■ i
NOT • SCALE
AGGREGATE BED,
NO. 57 STONE
CONCRETE
NEOPRENE
BOOT
SEE NOTE
2
cfl
FRAME & GRATE
4.
Reinforcing steel design shall be according to C-890-78 for
STANDARD BRICK D.I_
N.C.D.O.T. STD. #840.16
H-20-44 Loading. .H.
c.D.O.T. STD. #$40.1 5 �>,
4SN
3„
5.
Steps required on structures over 42" deep shall be on steel
reinforced copolymer polypropylene plastic.
- _6.
Section joints shall be sealed with butyl rubber sealant or
8"
B
8"
NCDOT approved mortar at the option of the contractor.
7.
Pipe connections shall be sealed with approved mortar. NCDOT
B
=
Co
approved brick may be used in con junction with mortar at the
A
-
X I
contractors option.
I
-
-
8.
Lift holes shall be located as required for handling and sealed
°L
after installation with NCDOT a PProved mortar.
PLM
UNPAVED PAVE
FINISHED GRADE
EXISTING GROUND
SURFACE
D
cD WOMM Y
%.iM1CC
OR MASONRY
CATCH BASIN
NOT TO SCALE
A
- -- - -- - PAVING AND
SUB -BASE
MATERIALS
I
COMMON FILL
MATERIAL I
! COMMON FILL
MATERIAL
8" MIN.
CLEARANCE'...."
1
BEDDING MATERIAL
PLACED AGAINST
UNDISTURBED SIDES
_- . 1 AND BOTTOM
12 MIN. OF TRENCH
Zr
a L-
8" MIN. BEDDING
MATERIAL BELOW
STORM DRAIN PIPING '' -
r.
SIZE VARIES \ O.D. OF PIPE
UNDISTURBED EARTH
NOT TO SCALE
SCRIPTION
VI SI ON
PLAN VEW
FEB" Ddd
NOT TO SCALE
CI ADCN CAlr', =r1TIr1A1
WILMINGTON
PE Q23917
PER Dow
NOT TO SCALE
DETAIL SHEET
WILCO HESS
NEW HANOVER COUNTY
10'
NORTH CAROLiNA
MISC. DETAILS
RIGHT ANGLE
ENCIINEERlNQ, P.C.
212 PRINCESS STREET
WILMINGTON, NC 28401
[phone] FAX [phone]
A
Ln
DATE:
11 /17/05
sale:
AS SHOWN
Drawn:
WSM
Checked:
WSL
Project No.
WHO105
Sheet No:
D1: