SW8061010_APPROVED PLANS_20061219

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 5YO/(9/0
DOC TYPE
❑ CURRENT PERMIT
I� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

LEGEND
LE-HISTING BUILDINGS
ZPROPOSED Bumomes
Z/
WAO)
P-HISTING: GRAVEL PARKING
FXISTIFIG CONCRETE
PROPOSED CONCRETE
H.C. 211 - Southport -Supply Road 150' R/W
50'-fl" TAPER 100'-41" BAY
...... /14
I1 Lane
-11\ H 30@-Ov@
Ditch I'mm sill 4`4 loq p!.
R 30'-0"
k Ditch Hunk --45 1/ 1, ..-.
Map Cab. Q. Pg. 121
326/67
Si. Peter's i (IthUrn Church
12x 12
Adjaceni Parcel
11a rcel H 22100070
'Luring - CIA)
Si. Ilefler's 1,111hern Church
4843 Smiffijiorl-Supply Ild.
Sondiport, NC 28461
0
�� ll i 1 .J.
F!jilp of Pavepieni
Nkii Biml,
[)iJj j f3al 1k
S 60017'33" E 355.86, \Total 41
165.02. 9) 1",hv'aiffln�ehce
0
C I c)
V
it
IT
'N
gnit ete Pad
K 2
oil
f'N
o Steel-Sh 1 U)
0 Ib 0
Existing 4111dilig
F F IE=4 7. V
�11A
ir I LOIN
Gnm c
/V- - - � �' -- � � I
115,'7 Sidi valk 1,55. E
X x X
D >
x
All 11,1-0p( Iserf
X/
x /1111ild ng H 2
x x x
> Propo ied
x x
Bilildi ig it 1-/�, X X
J-
ass
x x,
r yt) X11/1 pi
C-)
0 Aora
1. x
gti>: X/ x". Xxx
67 4
x
Slur I 'I, /
A'
4 Al
x,
he Cclie. It In
co c.
z
.0
0
93.64'
f I cmO'4019911 %A] -7—
0
R 30!M"
160,12'r
Par c10221100(106 cc,
zofiing-� ('11 A) SO
Millihen III -ollel-lics Hmiled Pariner
1174 Ifiverhend Dr. SAV 00010"
Sholloile, NC 28-170
46 ccr
.80 ACRES
Lb
Q hain-Unk Fence__ 11. 64' co
qflri 9A,
0
S 60037'16" E eu
230.311'
Tia Line Ahts
P
St Peter's hilhem (Aituch /0), Q)
4-14jr- i�v'hc,�e-te- mve- 04D 5)
13jH/990 v
R
Hap Cab. 24, Pq Y16 7 e) 0, -Z 0
q'
0,o5 0,
Adjacent Parcel 4-Lt 0, 92
Parcel H 22110111171101
'Zoning'- 1160 O. 6, Y-9 0,50
SI. 11ciler's 1,111hern
48.13 Southport -Supply 1141.
SoI111111orl, Nit' 28.161 O 0. [-2 0,06
61 ) 3 ae. 7
CO2 p.a, 0. 2( 64 6_52
RECEIVED
OCT 0 6 2[06
DWQ
PROD #
SW� b(einib

SHALLOTTE ELECTRIC EXPANSION
SITE, EROSION CONTROL, & STORMWATER PLANS
UTILITY COMPANIES
BRUNSWICK ELECTRIC (ELECTRIC)
BRUNSWICK COUNTY (WATER)
SOUTHEAST BRUNSWICK SANITARY
DISTRICT (SEWER)
ATLANTIC TELEPHONE (TELEPHONE &CABLE)
BRUNSWICK COUNTY, NORTH CAROLINA
PREPARED FOR
MILLIKEN PROPERTIES LIMITED PARTNERSHIP,
SHALLOTTE, NORTH CAROLINA
SEPTEMBER 2006
SHEET INDEX
CS COVER SHEET
1 EXISTING SITE PLAN
2 PROPOSED SITE PLAN
3 STORMWATER, GRADING, AND EROSION CONTROL PLANS
4 STORMWATER POND NOTES AND DETAILS
5 EROSION CONTROL AND STORMWATER NOTES AND DETAILS
[phone]
[phone]
[phone]
[phone]
LOCATION MAP
NOT TO SCALE
�'��EIiIN6,
FOUNTAIN HEAD LANDING
6934 SUITE 6 BEACH DR. SW
OCEAN ISLE BEACH, NORTH CAROLINA
MONE [phone]
SEAL =
9499
/
Fmc y �!!llll�fi
! I I I 11 1
APP�C���
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
/q-oec- axyb
tk)l b � 10 ft)
RECEIVED
U 6 Oao
FINAL DRAWINGS
NOT ISSUED FOR
CONSTRUCTION

PARKING REQUIREMENTS
Existing Building - primarily wholesale:
1 space per 400 SF @ 4,000 SF = 10 spaces
Proposed Building #1 - warehouse:
I space per 2 employees @ 2 employees = 1 space
Proposed Building # 2 - primarily wholesale part:
1 space per 400 SF @ 3,824 SF = 10 spaces
Proposed Building #2 - warehouse part:
1 space per 2 employees @ 2 employees = 1 space
TOTAL PARKING REQUIRED = 22 SPACES
OF TOTAL PARKING REQUIRED,
TOTAL HANDICAP REQUIRED = 1 SPACE
COMPACTED SUB -BASE --/
1'-6" x V-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL.
BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS AND WASHERS.
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS 17-3
RESERVED 9" x P-0" x .080 STD ALUM. SIGN 171
PARKING TO READ "MAXIMUM PENALTY $100,
®GS 20-37.6". BOLT TO WD. POST v
WITH 3.8" CANDIUM PLATED 00
i NUTS, BOLTS AND WASHERS. FINISHIE
('OIiff
nRS TREATED WOOD 4"x4" POST. GRADE.
LEGEND AND BORDER - GREEN I I W -
I� r I I —I I l—
ZD
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE 111�L d I I-1 I f—
1-1/2"R(TYP) 1-112"R(TYP)
PENAL
VAN MAXIMUM
ACCESSIBLE $10TM 3/8"(TYP)
3/8"(TYP)
12" 12
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
1 1/2" TYPE I-2 BITUMINOUS PAVEMENT
6" ABC STONE OR 9" STBC
(95% STANDARD PROCTOR
mr1
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ASPHALT PAVEMENT SECTION ON -SITE
NTS
BUILT -UPON AREA DATA TABLE
DESCRIPTION AREA (SF1
EXISTING: BUILDING ROOF TOP 4,028
CONCRETE PAD 2,560
PROPOSED: BUILDING ROOF TOPS
13,748
ASPHALT DRIVE AND PARKING
28,421
CONCRETE WALKS, LOADING
DOCKS, AND SIDEWALKS
3,432
GRAVEL STAGING AREA
4,295
TOTAL BUA, TBUA = 56A85 SF = 1.30 ACRES
TOTAL TRACT AREA, TTA = 2.80 ACRES
TBUAIrTA = 46.4%
NOTES PROPOSED ASPHALT AREA WITHIN ROADWAY RIGHTS OF WAY, 4,385 SF,
IS NOT INCLUDED IN THE NUMBERS ABOVE. PAVEMENT INSIDE NC D.O.T.
RIGHTS OF WAX SHALL BE INSTALLED PER NC D.O.T. PAVEMENT SECTION
DETAIL.
NTS
NC D.O.T. PAVEMENT SECTION DETAIL
NTS
Adjacent Parcel
Parcel # 22100070
Zoning - CLD
St. Petter's Luthern Church
4843 Southport -Supply Rd.
Southport, NC 28461
EXISTING & PROPOSED USE OF PROPERTY
Wholesale and Retail Sales of Electric and Plumbing Supplies.
EXTERNAL LIGHTING
All External Lighting Shall be Internally Oriented and Shall
Not Exceed Forty Feet (40') in Height.
POTABLE WATER PROVIDER
Brunswick County Water System. Existing Water Service Shall
Be Used For Supply To The Two New Buildings.
PUBLIC SEWER PROVIDER
Southeast Brunswick Sanitary District
WETLANDS
No Wetlands Were Identified On This Property.
wW
St. Peter Lutheran Church Driveway (20' Wide) Approx. 300'
West Trace Drive (18' Wide) Approx. 270'
I
NC 211 (SPEED LIMIT = 45 MPH)
!� ,.-.BASE OF SITE TRIANGLE EXCEEDS LOW I
ti
w
Adjacent Parcel
Parcel # 2210007001
Zoning - R60
St. Petter's Luthern Church
4843 Southport -Supply Rd.
Southport, NC 28461
SITE TRIANGLE
S 60017'33" E
Existing Sewer
I
Manhole
I
APPROXIMATE LOCATION
I
I
EXISTING SEWER SERVICE
I
Note: All Exsting Gravel To Be
Removed and Areas Grassed.
�
r�r. �.wwrr ►+� �+rr �..rr.r rr.rr � r
I
:1110 -3
i
Concretd Pad
I
I
Steel -Shell
I
Existing Building
I I
FFE=47.21'
I
Existing Wholesale
: f
Building Height Less Than 28'
I I 4W4r'
I
-a
v
-
R
Q
10
C6
I`n,.y
EI
I �
� 0.-0..
PR SI D
ERVIG
\�
w
Proposed
Illlding 1 -a.•
1 4
I
r Grass
n
I�
o -Conc.
\
LU
Conc.
Ramp:
N
N 60039'22" W 305.28'
SITE TRIANGLE
22W-8-
F.xistine 8" Gravity Sewer
355.86'
of Pavement
BASE OF SITE TRIANGLE EXCEEDS LOW
W W W
EXISTING 24" DIP BRUNSWICK COUNTY
WATER LINE
1
IIIIII Illy Ilp Ilj I,\►- ` y -
Lair►.- `"' ��... �Lwwlwwk, 274 .�. ,
1 J III!!;
I
IIIII\`\\\I\I►1►�` ►'fir► `� ,
IIIII 1
IIIIIIIIIIIIIII Ij\, j 1 f
III IIII IIII\\\\ � \",•, -
IIIVIIIII, ' � -
r:r
1{ f
SCREENED FENCE AROUND
DUMPSTER WITH GATE
Parcel # 22100066
Zoning - CLD/ TOZ
Milliken Properties Limited Partner
1174 Riverbend Dr. SW
Shallotte, NC 28470
2.80 ACRES
10' REAR SET -BACK LINE PER TOZ .JI CO
20' BUFFER STRIP CONSISTING OF:
• ARTIFICIAL FENCING BETWEEN 6'AND 10' HIGH
— • TWO ROWS OF PLANTED MATERIAL THAT GIVE
APPROXIMATELY 75% VISUAL OPACITY OF THE
FENCE WITHIN ONE YEAR OF PLANTING.
Adjacent Parcel
Parcel # 221AB001
Zoning - R60
Fullwood, WT (LT)
3005 Bonner Bussells
Southport, NC 28461
�i
�W
Existing Sewer
Manhole
.. _
3
l,ot 1
Map Cab. Q, Pg. 121
3
3
I
EXISTING FIRE HYDRANT
N 29035156" E Donald T. Tedder
—)r— Map Cab. T, Pg. 270
29.84' 1402/947
APPROXIMATE LOCATION
EXISTING WATER METER
PROPOSED 1" WATER
SERVICE LINE
6" SDR 21 PVC BRUNSWICK COUNTY
WATER LINE
LEGEND
EXISTING BUILDINGS
PROPOSED BUILDINGS
E2PROPOSED GRAVEL STAGING AREA
EXISTING CONCRETE
i
PROPOSED CONCRETE
PROPOSED ASPHALT
0 15 30 60 120 FINAL DRAWINGS
NOT ISSUED FOR
Scale: 1" = 30' CONSTRUCTION
Date:
10/02/06
Rev. Date:
Drawn By:
TMM
Checked By:
DMC
1ti J+,
CAR l '
- = SEAL-
- 9•t99 �1 V -
7 rr+r[II��,t
CARO'//
F�
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2 85
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Scale:
1" = 30'
Project Number
060213
2
J

VICINITY MAP
11VC2
rr
o�
Trace
Court �C2r7
NOT TO SCALE
P a rk i n pR eg u i re rrl en is
Retail /Wholesale:
1 Space per 400 sq. ft.
Warehouse:
1 Space for each
2 Employees on shift.
Buildinz # 1
Parking Required 5 Spaces
Parking Provided 6 Spaces &
1 Handicapped Space
Building # 2
Parking Required 11 Spaces
Parking Provided 12 Spaces &
1 Handicapped Space
Min. 10 Tons Riprap Protection
Underlane with Filter Fabrick on
Bank of NC 211 Roadside Ditch
Temporary Rock Silt check
INLET DATA TABLE:
I.D.
TYPE
STRUCTURE
MIN. INSIDE
DIMENSIONS
OFSOX
MIN. GRATE
DIM7rNSIONS
MIN. GRATE
OPEN AREA
(sq.lt.j
NU N.
PERIMETER
LENGTH (R.)
GRATE r
7E a
SPILLWAY ELEV,
(ft. MSL)
INVERT OUT
INVERT IN
GI -A
grate Inlet
24" x 24"
24" x 24"
1.0
n!a
44.6
16" Q 38.0' MSL
Three 12" @ 38.0' MSL
YFB
yard Inlet
24" x 24"
nia
nfa
8
44.6
12-® 41.6' MSL
nla
GI C
grate inlet
24" x 24"
24" x 24"
1.0
nla
44.7
12"� 41.6 MSL
n!a
Yi D
yard Inlet
24" x 24"
nla
nla
`8
42.2
12"� 39.0' MSL
n!a
STORM DRAIN DATA TABLLL ^
LD,
MATERIAL
DIAMETER
(in.]
LENGTH
(ft.)
INVERT IN
(ft. MSL)
INVERT OUT
(ft-M5
SD.A
RCP
16
ra0
38.0
37.0
SD•B
RCP
12
176
41.6
38.0
SO4
RCP
12
108
41.6
380
30.13
RCP
12
126
39.0
3a.0
WETLANDS NOTE:
THERE ARE NO WETLANDS ON THIS SITE.
BUILT -UPON AREA DATA TABLE
DESCRIPTION
EXISTING: BUILDING ROOF TOP
CONCRETE PAD
PROPOSED: BUILDING ROOF TOPS
ASPHALT DRIVE AND PARKING
CONCRETE WALKS, LOADING
DOCKS, AND SIDEWALKS
GRAVEL STAGING AREA
AREA [SF)
4028
2560
13748
28421
3432
4295
SUMP PUMP NOTE
N.C. 211 Southport -Supply Road 150' RIW
Limits of Disturbance Outside Property Boundary, Property
Line Otherwise Constitutes Limit of Disturbance.
..____________________Y________---- _-Edue t
t: e o
Ditch Bank
r f
Di h eank 1. A - _
- - -- - 4g - \ Ditch
Ditch--- - - . -- - - - --
\ Bank
Ditch Bank
Flared End
I � i r sly
A Section v� i
Min. 2 Tons Riprap Protect
Underlane with Filter Fabri
Bank of NC 211 Roadside 1
S 60 17 33 E C ,� , A\ V `-355.86' --
1
yl-B
44.5 45 46
l
35
} I N 2903556" E Donald T. Tedder
-ems Map Cab. T, Pg. 270
Co n J CV I N �`+ 29.84' 1402/947
o� LO
-- .36 7 J I
=-"--�--38 I 1 I
-- - - -- 39
- ------ - c` \\\\\\ 41 40_
-42
,v 44 43
�� ��` 45 ( I
\Lh
V,I yv yv v v �45 45.2 45.4 44.8 42.2
�j o
� z
Pond Outlet
Structure
(See Detail,)
I
I N
Steel -Shell \: .�.\. \\\ ,�� \ \ 4 I
Existing Building \' Ar, 1>\\ 4.0
Map Cab. Q, Pg. 121 I / ,` fri \ X.\\ i' \ \ © \ \ \ \ t a c>3
4FE=47.21 \ \ \ \ 5 \ ff a
326167 ` t \' \ \ ESL \ \ `\ I t 1 I
A \ \ \ j - -
St. Peter's Luthern Church \ \ .\• ``. ` �, < \ 1 N I� o
j 1
470 Grass\
I
Adjacent Parcel
Parcel # 22100070
Zoning - CLD
St. Petter's Luthern Church
4843 Southport -Supply Rd.
Southport, NC 28461
0
PROVIDE 24"X24"X12" DEEP SUMP WITH ZOELLER M53(AUTOMATIC)
PUMP. DISCHARGE PIPE SHALL BE 1-1/2" SCH 80 PVC. POINT OF
DISCHARGE SHALL BE TO GRASSED AREA OR PAVEMENT ADJACENT TO
CONCRETE RAMP. ELECTRICAL WORK SHALL COMPLY WITH ALL
APPLICABLE CODES.
12x12
Storage --
Building
a
I
i
�i
J ' 47.2 \ \\ Grass \ \ 45.7 \ \
W Sidewalk 45.7 L E
T ` V \vim .� v V\ 1 1 5 1
i� Av \ �\
45.2 �� I
Proposed tl
f \ \ \ \ \ \\ Building# 2'( \�
X X x )c . - v V� \A \\ \ �, v %� x
Pro osed� v k \ 4b� v co
I
A \\ \ \ 1
Building # 1!
` vvv45.7
�\ \ I
47.2 \� `� vv J
\ \ \ Grass \� �..
\ I t,
ens n j
x 45.6 \\ \ rn
\ VA v vvv �� / t I ! I
s P VXv /
r \ -_ Grass \\ \ \ \
1
x \ Loading \ t
i 45.2 47.2 \ y\ _� v \\ ]
4"9\ I vA� Dock
i yA 30 0`
v �` v ` vv v'• 45.6 0 A \ 1
\ \ x \� - 45.5
v .�' r. .� v`��\ �� rass
\�\ t Cone. v\i� adi6 \ \ ` I
- - \\ v , `\ �`\ \
i p \ ., 46.4�
\ \ \
47.0 s 45.2 Ram 47.2 e�, \'� \; \ \ \ r; \` \' 44.2 w'\ ab
49.2 49.2 \\1\ \\\ \\ \\ .\
Cohc-
�- vA\�. ,\� v v . \ 44.0 1
V� Plop4aed A \ v
Nt 48.2am 48.2� \i• /y d� ' p�4
00
\ f
z I \; y�� y i V a� ,� 45 R3o'-a , a
45.7 GREENED FENCE AROUND ( N
'Nt
D R WITH GATE ,
I / /.�` ,Gravel aging Area/ \
i
Par I # 221000�
\ ning
en Properties Limited Partner
1174 Riverbend Dr. SW
Shallotte, NC 28470
I 46 - -
I. �_Spoil Store a 2.80 ACRESg c. _
Area �j 46 ! o CO
I � O
46
co 1
N 60°39'22" W 0 305.28'����
` � / 4'
y;1 -
a
uZ
c<7
\
S 60°37'16" E
tm
TOTAL BUA, TBUA = 56,485 SF = 1.30 ACRES
230.30'
aN 0
44/
4Q
Tie Line
�cr,'
Let 1
^
Q
TOTAL TRACT AREA, TTA * 2.80 ACRES
5t. Peter's Luthern Church
West Trace II Subdivision
o
1336/990
Map Cab. R, Pg. 52
W
a
Z
off,
Map Cab. 24, Pg. 396
2
O^ y
=
TBUAITTA = 46.4%
Adjacent Parcel
Adjacent Parcel
Parcel # 2210007001
Parcel # 221 ABOO1
NOTE: PROPOSED ASPHALT AREA WITHIN ROADWAY RIGHTS OF WAY, 4385 SF,
'Zoning - R60
Zoning - R60
St. Petter's Luthern Church
Fullwood, WT (1,T)
IS NOT INCLUDED IN THE NUMBERS ABOVE.
4843 Southport -Supply Rd.
3005 Bonner Bussells
Southport, NC 28461
Southport, NC 28461
46
Lot 25
10e
0
C)
W
Cast In Place
'Pr'encli Drain (See Detail.)
II=13A It]-12.8
7
co
SQL Y/VV
Lot 1
rttap Cab. Q, Pg. 121
Lot 27
0 15 30 60 120
Scale: I" -30'
Lot 1
Map Caah. Pg. 121
LEGEND
T\� EXISTING BUILDINGS
PROPOSED BUILDINGS
PROPOSED GRAVEL STAGING AREA
\\ EXISTING, CONCRETE
'.. PROPOSED CONCRETE
,\ PROPOSED ASPHALT
FINAL DRAWINGS
NOT ISSUED FOR
CONSTRUCTION
Date'
10/02/06
Rev. Date:
Drawn By:
TMM
Checked By:
DMC
llt 111 rli
11
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Scale:
1'' = 30'
Project Number
060213
T,I��-.r.T�p: i•�q �... ;�T _ _7�_"- __ :��• :??�'�T�";.• _yt r _ilr�T�"' _..
'` 14'. . ��•�' ' ~ r I 1 I _ ' • r _i',�+' iL t•. !. wy } r 1+'

-. - - - ----. _.. _ ... .-.�. � , . - � � _ ��� _�..i, Ir �: r ��-. ; _��� ': .i_x__-.;.I�.•. � -� __ _—cam . �_ r !.•.. � � t �� .�!. �� _ t:•:i_ :%��:e �'I i�i - _..0 i .. l,u���.�._ z �1s�s ,-��._L::� i.�
STORMWATER PLAN NARRATIVE
STORMWATER FACILITIES MAINTENANCE
Date:
09/20/06
Rev. Date: I
Milliken Properties Limited Partnership plans to expand their Shallotte Electric
Supply facilities located at 4871 Southport -Supply Road (NC 211). The current site
has one metal building with gravel drive, parking, storage, and natural areas. The site
area is 2.8 acres of which approximately 20% is currently "built -upon".
The proposed project includes the addition of two metal buildings, asphalt drive and
parking, and gravel staging area. The built -upon area following the completion of the
project will be approximately 48%.
This project drains to Jump & Run Creek which is classified as SC;Sw. A wet
detention pond will be used to treat the stonnwater runoff. Runoff will be collected by
drop inlets, storm drains, and vegetative swales and shall be directed to the wet
detention pond. The pond outlet shall discharge to the adjacent NC 211 roadside ditch.
The pond and outlet are designed to detain the runoff from a 1-inch rainfall for three
to four days. The pond is also designed to limit the 10-year peak runoff following
construction to a value less than the l 0-year peak runoff prior to construction.
Runoff from off -sight areas will be intercepted by swales along the western and
southern property lines; therefore, no runoff from off -sight areas will enter the wet
detention pond.
1. After every significant runoff producing event and at least monthly:
• Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulations, vegetated cover, and general condition.
Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2 to 5 days. Replace orifice
nipples that become damaged.
2. Repair eroded areas immediately. Re -seed as necessary to maintain good vegetative cover. Mow vegetative cover to maintain a
maximum height of six inches. Remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, yard inlets, piping, swales, riprap, etc.) quarterly to maintain proper fiinctioning.
4. Remove accumulated sediment from the wet detention basin main pond and forebay immediately after completion of construction and after all
denuded areas have been stabilized with a vigorous vegetative cover. Thereafter, remove accumulated sediment in each part of the
pond semi-annually or when depth is reduced to 2 1/4 feet. Removed sediment shall be disposed of in an appropriate manner and shall be
handled in a manner that will not adversely impact water quality (i.e. do not stockpile near the wet detention basin, a stream, or any other water
body).
5. Remove cattails and other indigenous wetland plants from the wet detention pond when they cover 50% of the basin surface.
These plants shall be encouraged to grow along the vegetated shelf and forebay benn.
6. Use a pump to draw down the basin in an emergency or as needed for maintenance. The discharge of the pump should be directed
into a sump to settle our sediment prior to overflowing into a natural drainage feature.
7. Perform other maintenance activities as may be required to keep the wet detention pond and collection system in good working order.
Scale: 1 ' = 1 U'
Q,o FLOOD POOL @ 40.5'
STORMWATER STORAGE POOL * 40.0' —
! I
3
NORMAL POOL (k 39.0'
TOP OF FORE BAY BERM n 38.5' —
24" CMP RISER
WITH OVERFLOW,
ELEV. cr 40.5'.
ORIFICE PIPE
(SEE DETAIL.)
42"X42" CONCRETE PAD
12" THICK
RISER All All
I" X 4" SCH 4(
PVC NIPPLE
38.5' EL
48" CMP HOOD W/ TRASH
GRID OF ALUMINUM BARS
ON 6"X6" SPACING
15" HELICAL CMP
II = 37.5'
IO = 36.0'
ANTISEED COLLAR
POND OUTLET STRUCTURE SECTION
NTS
ORIFICE PIPE DETAIL
NTS
Pond Vegetation Notes
ELD (TYP.)
1 "X 6" SCH 40
PVC NIPPLE
,EV.
1" SCH 80 PVC MIPT X SLIP
BUSHING (EA. SIDE)
1" SCH 40 GALV. NIPPLE
FIPT X FIPT WELDED
THRU OPENING IN RISER
POND OUTLET Vegetative Shelf
STRUCTURE Plant Aquatic Plants Such As:
(SEE DETAIL) Square -stem Spikerush q, 12" O.C.
• Three -square Bulrush (0, 18" O.C.
• Softstem Bulrush @ 18" O.C.
Area Between Vegetative Shelf and Stormwater Storage Pool felev. = 40.0)
Plant aquatic plants that thrive in full sun in a submerged or occasionally
flooded soil condition such as:
• Tussock Sedge; Upright Sedge * 12" Q.C.
• Southern Blue Flag Iris (Da, 24" O.C.
• Arrowhead n 18" O.C.
1 -(ABOVE 39.0')
3 1'..
VEGETATIVE SHELF A 1 (38.7' to 39.0')
BOTTOM
-6I .1 6
n zBOTTOM Oa, 34.5 1 (34.5,to 37.0
-
-- — 5'-0" 10'-0"
III
Stormwater Pond. Section 14
Horizontal Scale: I" = 10'
Vertical Scale: I" = 4'
Area Above Stormwater Stora a Pool (elev .above 40.91
Plant bunch and/or ground cover plants that thrive in full sun in dry or moist
soils such as Broom Sedge, Sallow Sedge, and/or Joe-Pye-Weed.
VEGETATIVE
SHELF
NOTE:
SEE "STORMWATER POND
SECTION 1-1"
TO RELATE BANK
SLOPES TO ELEVATIONS.
Stormwater Pond Section 2-2
Horizontal Scale: I" = 101
Vertical Scale: I" = 4'
FINAL DRAWINGS
NOT ISSUED FOR
CONSTRUCTION
Drawn By:
TMM
Checked By:
DMC
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SEE DRAWING
Project Number
0F
5
y T- 177.
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Date:
PIPE INSTALLATION NOTES: POST SPACING MAY NOTES: 09/20/06
1. PIPE MATERIAL AND ALL WORK SHALL BVARY (8' MAX.)MAX.)E IN COMPLIANCE WITH NCDOT STANDARDS. 1. INSTALL SEDIMENT FENCES AT LOCATIONS NECESSARY TO RETAIN SEDIMENT ON THE Rev. Date'
2. PIPE SHALL BE CAREFULLY LAID ON A SUITABLE FOUNDATION WITH BELL END UPGRADE. (SEE NOTE 5) CONSTRUCTION SITE AND OFF ADJACENT PROPERTIES.
3. EACH JOINT SHALL BE CHECKED FOR ALIGNMENT AND GRADE AS WORK PROCEEDS. 2. FENCE FABRIC SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE A
4. MORTARED OR FLEXIBLE JOINT MATERIAL SHALL BE USED. ALLJOINTS SHALL BE WATER- --- STEFI, OR WOOD POST MINIMUM OF SIX LINE WIRES (12 1/2 GAUGE MIN.) WITH 12 INCHES STAY SPACING.
EROSION CONTROL GENERAL NOTES TIGHT WITH SPIGOT END FULLY INSERTED INTO THE BELL END. WIRE FABRIC SHALL BE FASTENED TO WOODEN POSTS WITH NOT LESS THAN #9 STAPLES,
5. BACKFILL MATERIAL SHALL BE APPROVED BY THE ENGINEER. WIRE FABRIC 1 1/2 INCHES IN LENGTH. Drawn By:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORATED IN ACCORDANCE WITH THE SEDIMENTATION POLLUTION 6. BACKFILL SHALL BE PLACED IN LAYERS NOT TO EXCEED 61NCHES AND COMPACTED TO 95% 3. FILTER FABRIC SHALL BE OF A PERVIOUS SHEET OF POLYPROPYLENE, NYLON, POLYESTER,
CONTROL ACT OF 1973. OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN A CCORDANCE WITH FILTERING EFFICIENCY. FABRIC SHALL ALLOW A MINIMUM SLURRY FLOW RATE OF TMM 1'ER 1/2 GAFABRIC
12-. OR POLYETHYLENE YARN, WITH A MINIMUM STRENTH OF 30 LB/LIN IN, AND 85% MINIMUM
tz TI:
2. ALL LAND -DISTURBING ACTIVITIES ARE'r0 BE PLANNED AND CONDUCTED TO LIMIT EXPOS( RE 7'O THE SIOR7'ESj' AASHTO T99 AS MODIFIED BY NCDOT. NIIN. 4
FEASIBLE TIME. INTERMEDIATE WIRES M w 0.3 GALISQ FT/MIN. FABRIC SHALL CONTAIN UV RAY INHIBITORS AND STABILIZERS.
p4 4. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY ESTABLISHING PERMANENT GROUND COVER, OR TEMPORARY BARRIER TO AVOID ,JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER Checked By:
COVER WHEN IT IS NOT POSSIBLE TO ESTABLISH PERMANENT COVER IN A REASONABLY SHORT PERIOD OF TIME. (SEE d CLOTH ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST. Y
NOTE 10 UNDER "CONSTRUCTION SEQUENCE".) GLi 5. EXTRA STRENGTH FILTER FABRIC (50 LB/LIN IN MIN.) WITH 6-FT POST SPACING DOES NOT
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED AS NEEDED TO NLAINIAIV REQUIRE WIRE MESH SUPPORT FENCE. WHEN WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS DMC
VEGETATIVE COVER I I A MAXIMUM OF 8 FT APART.
1) + 4" F, ANCHOR FABRIC SKIRT 6. STEEL POSTS SHALL BE 5 FT IN HEIGHT, AND OF THE SELF -EASTERNER STEEL -ANGLE TYPE TO
S. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING .Ik WIRE MESH FACILITATE FABRIC FASTENING. `, r �
EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE I I p I I AS DIRECTED ` C
0 7. WOOD POSTS SHALL BE A MINIMUM OF 6 FT IN HEIGHT AND 4 INCHES IN DIAMETER, AND BE OF •` �i� 6
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED, A BYENGINEER
BACKFILI., i+, p TREATED MATERIAL.+
6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 1/2 FOOT DEEP Al THE FENCE. 'rHE O 8, INSPECT SEDIMENT FENCES AT LEAST ONCE PER WEEK, AND AFTER EACH RAINFALL. REPLACE' �€
I I 3 1 AND/OR REPAIR ANY DAMAGED AREAS IMMEDIATELY. REMOVE ACCUMULATED SEDIMENT - C r�
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. ! I �e
SHAPED BED DEPTH > 3" DEPOSITS AS NEEDED TO ENSURE EFFECTIVENESS OF BARRIER, TAKING CARE TO AVOID DAMAGING 9 s9 �
7. MAINTAINTHE GRAVEL CONSTRUCTION ENTRANCE AS DESIGNED TO PREVENT N I.ID OR SEDIMENT FROM LEAVING E E OR UNDERMINING FENCE.
THE SITE. SHOULD MUD OR SEDIMENTS BE TRACKED OR WASHED ONTO NC I-IWY.211, IT MUST BE REMOVED Li U
IMMEDIATELY.
H. TEMPORARY MEASURES MAYBE REMOVED ONCE AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT r ,
MEASURES HAVE BEEN INSTALLED, AND FINAL ENGINEERING APPROVAL HAS BEEN RECFIVED. RCP TRENCH DETAIL TEMPORARY SEDIMENT FENCE
CONSTRUCTION SEQUENCE NTS NTS
1. INSTALL SILT FENCING AND CONSTRUCTION ENTRANCES.
2. BEGIN CLEARING AND GRUBBING.
1 1/2" TYPE 1-2 BITUMINOUS PAVEMENT
3. CONSTRUCT STORMWATER POND WITH OUTLET STRUCTURE.
4. PERFORM ROUGH GRADING OF ACCESS ROADS, DRIVES, PARKING AND BUILDING AREAS.
5. INSTALL STORM DRAINAGE PIPES, CULVERTS, CATCH BASINS, STORMWATER INFILTRATION BASINS, AND OTHER
UTILITIES.---
6. CONSTRUCT INTERCEPTOR SWALES. NOTES' ., - _ CAST IRON GRATE d
EXPANSION JOINT TO BE A MAXIMUM OF 50 FEET RESTING ON INSET � Z
7. BEGIN CONSTRUCTION OF BUILDING. ALI, CONCRETE TO BE FINISHED WITH CURING COMPOUND 6" ABC STONE OR 9" STBC ANGLE IRON SUFFICIENT
a
S. COMPLETE FINAL GRADING OF PARKING LOT AND ACCESS ROADWAYS, (95% STANDARD PROCTOR TO WITHSTANDH-20
O
TRAFFIC LOADING C
9. PAVE PARKING LOT AND ACCESS ROADWAYS. ICI U
CONTROL JOINT SPACED
10. PROVIDE GROUNDCOVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY AT WIDTH OF WALK
PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREA WITHIN 15 WORKING DAYS OR 90 STANDARD BROOM FINISH parr
CALENDAR DAYS (WHICIEVER IS SHORTER) FOLLOWING THE COMPLETION OF CONS'I'RUC'rION OR DEVI:LOPAIENl'. O /�y z
I I. MAINTAIN TEMPORARY EROSION CONTROL MEASURES UNTIL PERMANENT GROI IND COVER IS ESTABLI STIED. ti 118°-12• • • • T/8": _ _ _ _ _NIPIR
_ O a
I���.fl �III�I� �Ah ��I 12" �i
� . . . . . . . . . . 5,000 P.S.1: CONCRETE 1=-��-� LL!-1! 1=�I- =� � ! �l11 + 1I !1-J!- = llli���y= - � PAVEMENT � M*■I r�, ,.a
12. REMOVE TEMPORARY EROSION CONTROL MEASURES AND STABILIZE THESE AREAS IMMEDIATELY. PERMANENT _ E -I � I�I I � 1-' I I I I �- E- I ��1 I I- -� � I -I � I�`I � I �� { � 1 { �-�
EROSION CONTROL MEASURES SHALL REMAIN. .: . . . . . . . . • . b16, - W2.1 V4'2.1 1V1Vfi ,
2' MIN. EACH SIDE D
aREMOVE CONSTRUCTION SEDIMI NT BlA1,D-}IP IN STORMWATER POND. SPREAD OVER SITE AND STABiI.I'LR OR HAUL J]U1NT.H I1.i ER" EX!'•.?,IA1510TV .i()IN7 COMPACTED SUB -BASE
TO AN APPROVED DISPOSAL AREA. M110M
112" NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS. THICKNESS + REINFORCING p" P4
COMPACTED SOIL, CONTRACTOR SHALL COORDINATE AS REQUIRED TO WITHSTAND A w w .'
GRASSING NOTES ENGINEER TO DETERMINE L H-20 TRAFFIC LOADING C t
SEEDING MIXTURE
ACTUAL PAVEMENT SECTION. SECTION PLAN
PERMANENT SPECIES RATE (Ihlucre)
PENSACOLA BAIRAGRASS 50 TYPICAL CONCRETE SIDEWALK DETAIL TRENCH GRATE DETAILS
SERICEALESPEDEESPEDEZA 30 ASPHALT PAVEMENT SECTION U ,'� C
PENSACOLA BAMAGRASS 50
NT$
TALL FESCUE 80 NTS
NTS
C
TEMPORARY SPECIES (AS REQ'D) RATE (16lucre) SEE PLAN 010 rl
-- - EXTRA STRENGTH (501k / 1 IN. MIN.) SYNTHETIC TREATED 2X4 POSTS & FRAME + TABLE FOR �A U
WdNT,ER (SEPTEMBER-APRU) POROUS FABRIC OF NYLON, POLYESTER, OR TOP ELEV. rA
ETHYLENE YARNS. B O
SEE PLAN FOR w
TALL FESCUE 50 WEIR ELEV.
,SUMJfER (MAY -AUGUST)
GERMAN MILLET 40
SEEDING NOTES
1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, AS WELL AS SEVERELY ERODED AREAS,
SHALL BE STABILIZED BY ESTABLISHING A PERMANENT GRASS COVER. SEEDING MIXTURES SHALL BE EXTEND FABRIC
SELECTED BASED ON THE SOIL TYPE PRESENT, SEASONAL CONDITIONS, AND OTHER FACTORS AFFECTING 12" MIN
GROWTH. THE FOLLOWING APPLICATIONMETIIODS IMAY BE USED, ALTHOUGH I'T IS RECOMMENDED A INTO GROUND
SPECIALIST BE CONSULTED TO ENSURE DESIRED RESULTS BASED ON PARTICULAR SITE CONDITIONS.
A. CULTIVATE AREA TO A 5-INCH DEPTH
B. APPLY 4,000 LBIACRE GROUND AGRICULTURAL LIMESTONE (OR IN ACCORDANCE WITH SOIL'rFSTS)
C. APPLY 10-10-10 COMMERCIAL FERTILIZER AT 1000 LB/ACRE (OR IN ACCORDANCE r
Kim]]
6"PRECAST
CONCRETE TOP
i -
WHEN REQ'D
24" 1bHN.
7PRECAST CONCRETE 24" 1111N. z
SUITABLE FOR H-20
TRAFFIC LOADING / PRECAST CONC SLAB114)
n
TY
11 _-`-_---------- OUTLET PIPE i------s_--_, MIN 4"X4" CONIC
Je SEE TABLE FOR SIZE(S) SUPPORTS AT EACH PRECAST CONCRETE
WITH SOIL TESTS)
D. MULCH WITH GRAIN STRAW AT 3,250 LHIACRE TO 4,350 LIVACRE
y
` ' -
6" MIN. CRUSHED STONE - +INV. ELEV.(S) I II 6" MIN. CRUSH STONE
CORNER
24" IN
SUITABLE FOR H-20
OR CRIMPING WITH
CRUSH STONE
COMPACTED SUBGRADE
SECTION B-B
TRAFFIC LOADING
VI
E. ANCHOR BY TACKING WITH WITH ASPHALT EMULSION, ROVING, NETTING, BY
B
SECTION A -A
.-.
�-I,
A MULCH ANCHORING TOOL.
SO r
SECTION B-B PLAN
SEAL WATER -TIGHT BETWEEN B
PIPE AND CATCH BASIN �
OUTLET PIPE
•�
2. WHEN IT iS NOT POSSIBLE TO ESTABLISH A PER UM1,17 GRASS COY ER IN AREA NABLA SHORE
PERIOD OF TIME DUE TO CONDITIONS, A TEMPORARY GRASS COVER SHALL BE ESTABLISHED. THIS NOTES:
TEMPORARY COVER SHALL INCLUDE ANNUAL GRASSES OR SMALL GRAINS, SUCH AS RYE GRASS. PERMANENT VEGETATION MUST STILL BE ESTABLISHED. MULCH MIJST BE APPLIED WHEN SEASONAL, 1. THIS TEMPORARY FABRIC BARRIER SHALL BE PLACED AROUND GRATE INLETS AND YARD INLETS TO HELP
CONDITIONS DO NOT ALLOW PERMANENT OR TEMPORARY CRASS ESTABLISHMENT, BUT MUST BE USE]) PREVENT SEDIMENT FROM ENTERING DRAIN DURING CONSTRUCTION OPERATIONS. CAST IRON HOOD, FRAME,
FOR THE SHORTEST PRACTICAL DURATION, AND NOT WHEN PERMANENT OR TEMPORARY VEGETATION METHODS 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS, AND GRATE
MAY BE USED. TOPSOIL SHALI, BE USED WHEN NECESSARY TO ESTABLISH VEGETATIVE COVER. 3. SPACE STAKES EVENLY AROUND THE INLET PERIMETER A MAXIMUM OF 3 FT APART. MIN. PERIMETER = 8.0 FT.
3. IRRIGATE AS NECESSARY TO OPTIMIZE GROWTH, 4. CUT TRENCH TO EXTEND BOTTOM 12 INCHES OF FABRIC BELOW SURFACE; BACKFFLL WITH WITH MIN. AREA OPEN = 1.5 SF A
AT LEAST 4 INCHES OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL TO SECURE FABRIC.
5. INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
6. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN.
DO NOT DAMAGE OR UNDERCUT THE FABRIC DURING SEDIMENT REMOVAL.
Ir�
r
6" MIN CRUSHED SEE TABLE FOR SIZE
r
` - - - - - - AND INV. ELEV.
STOLE RKN
SEAL WATER-TIGHTiNLI %M
COMPACTED PIP { { { {- BETWEEN PIPE &
A
SUBGRADE BASIN WALL
A
U
• 1�1 C t
TYPICAL GRATE + YARD INLET BASIN PROTECTION
PLAN YARD INLET DETAIL
NTS GRATE INLET BASIN DETAIL NTs �o
NTS �L1
A � �
AL Ak
u
LARGE STONES O O
SIDE SLOPE'f'() 3:1 MIN 3:1 11IIN
6" LAYER OF SMALL STONES
S 4'-0'r BE 1: 12 MAX.
4112V ¢O UNDERLAY WITH FILTER FABRIC
��ytiG O
SO? Cc
NOTES: 3'-[)" MIN.
b" MIN,
A PLAN VIEW 1. VICOROUS STAND OF PERMANENT GRASS COVER SHAI.F.
2" -3" �- BE ESTABLIS111'',) AS SOON AS POSSIBLE ALONG TIIE Scale:
ALL HNOTES; CENTER AND BANKS OF CHANNEL. IN AREAS WHERE BANKS
ALL HANDICAP SPECIFICATIONS SHALLCOARSEAGGREGATE CANNOT BE ADEQUATELY- STABILIZED WITII L UNDERLAY AREA WITH FABRIC FILTER AND SECURE IN PLACE. NOT TO SCALE
13E INSTALLED AS PER A.D.A. REQUIREMENT'S• VEGETATION, :AN ARTIFICIAL LINER, SUCH AS RIP -RAP 2. SET IMSE T
STONES Y-0" WIDE HE LENGTH OI+ THE ('HECK DAM.
CURB AND GUTTER BEYOND SIIA LL BE ITSED TO PROTECT THE BANKS.
1'II.E 1.:IRG1S S"TOM?S'l'O'TIIE 1'-6" HEIGHTREQUIRED.
ASPHALT 2. IN AREAS F171ERE'l'IIE SLOPE OF {'I I;ANNEI. BOTTOM EXCLEDS 3. APPLY 6" I,AY'ER OF SNIAI.I. S'I'ONI':S 3'O'1'IIN; LAR(;E STONES ON Project Number
1.5%, JUTE THATCHING, OR OTHER EFFECTIN'F TIIE ITPSTREANd FACE.
CHANNEL LIMN(, l4tA'1'ERIA[,, AS 1'4'F,I.I, AS BEI2Ml1DAGRASS SOD
SIIAI'll BE USED TO PROTECT CHANNEL, ('ENTER I,INE TO A POINT' TEMPORARY ROCK SILT CHECK
12: 1 MAX SLOPE 4' ON EACII SIDE OF ('ENTER.
GUTTER NTS
SECTION A -A
TEMPORARY GRAVEL FINAL DRAWINGS, 5
WHEELCHAIR RAMP DROP CURB CONSTRUCTION ENTRANCE TYPICAL. V-SHAPED GRASS SWALE NOT ISSUED FOR OF
NTS NTS CONSTRUCTION 5
NTS
1y1!-r
1(ry )`
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H.C. 2111 - Southport-Siipply Road 150' Px/VV
50'-0" TAPER '111i1I'-114' HAV
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