SW6110802_APPROVED PLANS_20110811

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

T- CONSTRUCTION SEQUENCE
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION
I ENTRANCE/EXIT.
2. INSTALL SEDIMENT FENCE ALONG CONSTRUCTION
LIMITS AS INDICATED.
\ - ; 3. INSTALL TEMPORARY SEDIMENT BASIN w/ROCK DAM
ALONG WITH SWALES #1 & #2.
4. INSTALL TEMPORARY PIPE INLET PROTECTION.
/ 5. STRIP SITE IN PREPARATION FOR SITE WORK.
6. / I OSTALLSTUCT BUILDING PAD.
SITE UTILITIES.
7. N
9� 8. COMPLETE BUILDING CONSTRUCTION.
N 9. FINE GRADE AND PAVE DRIVES AND PARKING AREA.
i ,v N a 1* 10. SEED AND STABILIZE ALL DISTURBED AREAS.
/ o I N N 11. CLEAN -OUT BASIN AND CONVERT TO A WET
DETENTION POND, AS SHOWN.
2. - - - INSTALL POND LANDSCAPE PLANTS, AS SHOWN ON
315.85' EIR 1
303.12_ - - - S36' 03' 14"W \ / I LANDSCAPING PLAN, UPON COMPLETION OF GRADING.
N36° 03' 02"E - - - - �- \ / I I 13. REMOVE ALL REMAINING TEMPORARY MEASURES.
I
- -- 33b 03'-14-+nV--�--- -
t 14. COMPLETE PERMANENT SEEDING OF ALL DISTURBED
-_ - _ _ - AREAS. RE -SEED AND FERTILIZE AS NECESSARY TO
3'x3' WAFFLE BOX - - S52° 45' O5"E \ - ' _ -- - _
_ A _ - - - -- - _ - _ _ _ _ I I I ENSURE ADEQUATE COVERAGE OF PERMANENT
73.64 \ ( I GROUND COVER IN ALL DISTURBED AREAS AND POND
NI PROP. WET DETENTION POND � - ��- SLOPES.
/ / / � \ - _ - - - - _ - - - _ I I I I 15. WHEN SITE IS STABILIZED AND PERMANENT GROUND
N N -� /; T \ T�- �r ° - - - Y - I I NOVER ESTABLISHED,IS APPROPRIATELY CDENR-LAND QUALITY SECTION FOR FINAL EROSION
229.95 230.3 \ 230 7Y ( 1
N
�A CONTROL INSPECTION.
�/, , j � _� � • .�►� SwALE \ CIL SWALE �
PROP, 15"(b RCP w/FES vl �, i o o / 1.15
INV.=227.80 11 .l, ,. �/ ���, /
' ALE
I I � � ����� " % 232.50 �232.5 / \ 32.SOi � -
_ _
PAVE PAVE - AV
\I
,l
3350 S 33. O T W
P _ 33 00 AV 33. 0 V SWALE #1 -
EMERGENCY OVERFLOW I jV' _--- ' 1� 2 3.50 - SLOPE @ 0.35% \ I I
INV.=230.00', I' ���� j'i� 233.00PAV (STABILIZE WITH
)
(SEE DETAIL) 'I II I, ' _ / I ry�n� ECS-1 LINING)
I o
_ _- N37" 21' 13"E _ t - 232 " - 00 PAV
187.00 --- IF
PAV
I
MAINTENANCE �32.5 ACCESS EASEMENT PROPOSED BUILDING °Q PAVE o / 231.50
�I (TO BE RECORDED) FFE=234.00' tiy` i LO CL SWALE
o
III 230.2 0'
CL SWALE 2 3.50 TSW �I 50 TSW EXIST. f
233.00 PAV GATE I
I 233.00,PAV I
2 313.00 TSW
�\ SWALE #2 233.00 I 2 .00 AV I I
ISLOPE @ 0.40% v
o
I I I I I ®
I .
II I
PAVE 0 LU 233�0 PAV 233.50 TSW ) I II
o- / 234.00 TSW 233.00 PAV
m
v, 234.00TSW 2 85
a, a / 234.00 PAV I 234.00AV 232
P5>j .3 GALE ( I
230.6 0 �+ N / ti PAVE o o
CL SWALE
i
80
v^ 1/ o OAV
233.4E
232.95 232.322.15 0 0 "
o
' V 10.00MAINTENANCE 232.75 II I I
-
33.40
ACCESS EASEMENT AVE /
(TO BE RECORDED) II
a
z3 2 �\ 232.8 232.80 ..tt
233.25 �- t
N l .� PAVE PAVE I s„ PAVE o �CL SWAL
N N INV.=230.55' OOO - N50" 58' 41"W
INV.=227.22' N I� EXIST. 15' 0 RC- - _ y\ 30.30
EXIST. CULVERT � I I, I � � � 3.8 � "' �� � �
,
r 1
- /
{PAV - �- - --- - -. - - 239_. _ EXIST. F \
- - A�,I :-
-. W - t- �l W W _ -
W
i' _ _
/ � W
- - --- - i----- - 7r �'i\ - -- -- _ __ ___ _ 12 E
`_- ------ -- \\--�-I- _ - 233------ ---_ w - W W _ - -
- NV 237 23 29.74
- - - - - --- -- --- - - -- ----- -- - - -- - - -- ----- �---- -
� '� � � 234
_--- __ -�- --- w
L=135.65, R=2662.37 L=135.65, R=2662.37 \ _ _ - _ _ _ 180.61 - - - -
V - - - ly 2.9193 - - - - D=2.9193 _ - - �38°2739411"W - - ---�-- - - - - .--_ S34_5T 34"W - _ ` ` W - - .
-_ - -- -• _-- - - - - - N37 46 E W �ZV ��
- - - --- - --- '43' „ - - -- - � -
-- - -- --- -- US HIGHWAY401 10.00 -__- _ -------------- ----- _-___
INV.=226.65_/11� 24' ASPHALT 100' R/W
rL
TOP OF POND-)x3'x4' DISCHARGE
ELEV. = 231.00' CONTROL BOX 5' WEIR
3 3
/
ELEV.=230.DD' ERMANENT P00 10 1v \1 R�LEV.=228.50' �'✓ 1 �.�
EV.=229.00' V 10
F 10
LF ELEV: 228.00' '�-
PROP. 15" 0 RC �1 1� 2
INV.=227.80' 1 1';
ELEV.=223.50' OREBAY
1.0'
SEDIMENT
STORAGE
WET DETENTION POND CROSS-SECTION
NTS
TOP OF POND
ELEV. = 231.00'
MAINTENANCE REQUIREMENTS:
1. IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF THE
BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
2. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO
ESTABLISH THE PLANTS ON THE VEGETATED SHELF.
3. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO THE WET
DETENTION BASIN.
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH
THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
6. AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24 HOURS AFTER
EVERY STORM EVENT GREATER THAN 1.0INCHES (OR 1.5 INCHES IF IN A COASTAL COUNTY).
7. RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BE AVAILABLE UPON
REQUEST.
8. ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY.
9. MONITOR WATER CLARITY & ALGAL GROWTH REGULARLY.
10. MAINTAIN VEGETATIVE SHELF. BARE SPOTS, WEEDS AND INVASIVE SPECIES SHOULD BE NOTED AND REMEDIED AS SOON AS
POSSIBLE.
11. CUT GRASS, WEED, AND REMOVE DEBRIS REGULARLY AROUND THE BMP.
12. VISUALLY INSPECT SEDIMENT ACCUMULATION OF THE BASIN BOTTOM & DEPTH MARKER. WHEN SPECIFIED DEPTH HAS BEEN
REACHED IN EITHER THE FOREBAY OR MAIN BASIN, THE SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. REPAIR
FOREBAY AND/OR MAIN BASIN AS DESIGNED. REPLACE ANY VEGETATION AS NECESSARY.
USF 4175 FRAME & 6166 GRATE
(OR APPROVED EQUAL)
LEGEND
PROP. CONTOURS
73a EXIST. CONTOURS
- - - - PROPERTY LINE
- - TRACT LINE
- PROP. WATER
-W- EXIST. WATER
-■- TEMP. SEDIMENT FENCE
- - - - - LIMITS OF CONSTRUCTION
1L-
2
LANDLOK 300 TRM
(OR APPROVED EQUAL)
CROSS-SECTION
LANDLOK 300 TRM
(OR APPROVED EQUAL)
10' MIN.
EMERGENCY OVERFLOW WEIR DETAIL
RIM ELEV.=230.00'
3'x3'x4' PRECAST
CONIC. BOX - TPE = 229.70'
f "T
"0 PVC TEE STUBBED INTO BOX
15" 0 RCP OUTLET -� PPE=228.50'
SLOPE @ 0.50% N
II
1 I 4" PVC CAP w/HOLE/
i DRILLED TO 2" O
WET DETENTION POND DISCHARGE CONTROL BOX DETAIL
NITS
TRM 5'
TOE OF
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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z (/� = U Z)
w = p
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W= �_ 2�
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- ELEV. = 231.0
z 1 O� FESS q q
' SEAL r
3E199 _/
Know what's below.
Cal I before you dig.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft. (Horizontal)
1 inch = 4 ft. (Vertical)
The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
are owned, except as otherwise expressly stated by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other intellectual property laws This drawing
may not be copied, reproduced transmitted, displayed,
distributed, sub -licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A., except
to the extent that such use constitutes 'fair use' under the
Copyright Act of 1976 (17 U.S.C. §107), as amended. Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
STORMWATER
MANAGEMENT
PLAN
DATE: 8.5.11
a --
v SCALE:
o DRAWN BY: RW
in
Q CHECKED BY: DP
06
to PROJECT NO.: 60-1282
c
DRAWING FILE: 1282_c3d
m FILE NO.: SS-13
c
SHEET NO.
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C104
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305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
Licensure #: C-0793
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NOTES:
1. ALL HERBACEOUS PLANTS SHALL BE PROVIDED IN A MINIMUM OF 4 CUBIC INCH CONTAINERS AND
SHALL BE SPACED AT 1.5 FT. ON CENTER. SEE PLANTING SCHEDULE.
2. ALL SHRUBS SHALL BE PROVIDED IN A MINIMUM OF 1-GALLON CONTAINERS AND SHALL BE SPACED
AT 3 FT. ON CENTER.
REQUIRED PLANTS:
SHELF AREA: ±4,235 SF
USE 50 PLANTS/200 SF
REQUIRED NUMBER OF PLANTS: 1,060
PROPOSED NUMBER OF PLANTS: 1,060
PLANTING LEGEND/SCHEDULE
SHALLOW WATER
Common Name
Botanical Name
Qt
Sweet flag
Acorus subcordatum
101
Blue Flag Iris
Iris vir inica
100
Soft Rush
Juncus effusus
97
Pickerelweed
Pontederia cordata
95
Lizard's Tail
Saururus cernuus
100
Threesquare Bullrush
Schoeno lectus americanus
96
SHALLOW LAND
Common Name
Botanical Name
Qt
Quill Sedge
Carex tenera
84
Joe P e Weed
Eu atoriadel hus fistulosus
89
Scarlet Rose Mallow
Hibiscus coccineus
84
Cardinal Flower
Lobelia cardinalis
85
Red ChokeberrV
Aronia arbutifolia
62
Sweet Pepperbush
Clethra alnifolia
67
GRAPHIC SCALE
(IN FEET)
1 inch = 10 ft. (Horizontal)
�z3iSg �S/
The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates. P.A. and are protected
by copyright and other intellectual property laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, atered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A., except
to the extent that such use constitutes 'fair use" under the
Copyright Act of 1976 (17 U.S.C. §107), as amended Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
WET DETENTION
POND LANDSCAPING
PLAN
I DATE: 8.5.11 1
NO. I DATE I REASON
SCALE: 1,.=10,
DRAWN BY: RW
cl CHECKED BY: SP
PROJECT NO.: 60-1282
DRAWING FILE: 1282 cad
FILE NO.: SS-13
SHEET NO.
0
a
C105
N