SW3140101_APPROVED PLANS_20140416

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

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NEW 5' CONCRETE SIDEWALK '
NCDOT STD. 848.01, TYP.
+rti
NEW 4" WHITE PAVEMENT
MARKINGS TYP.
NEW ASPHALT
PAVEMENT
6" CBAC
2-1/2" SF9.58 e� <
x �
BASKETBALL/TENNIS
SEE DETAIL SHEET FOR TENNIS/
BASKETBALL COURT DETAILS
2'
NEW 12' CONCRETE SIDEWALK
NCDOT STD. 848.01, TYP —
NEW 8' TALL GALVANIZED CHAIN
LINK FENCE AROUND PERIMETER.
18" RCP
I NV:507.62
N 04043,05" E 11.06'---- -- ---- — --
18" RCP
INV:507.81
�B
_OI N�SE7B
WALL MOUNTED SIGN TO MEET THE TOWN OF MARSHVILLE
SIGN REQUIREMENTS.
8' TALL DECORATIVE FENCE WITH ELECTRONIC GATE
ILI
0
Ix/ NEW 10' I X 70' SIGHT TRIANGLE,
TYPICAL
MATCHLINE SEE SHEET 3 OF 14
NEW 6'LX8"WX4"H
CONCRETE
WHEEL STOPS
NEW 14'X24'X6" CONCRETE
DUMPSTER PAD WITH 1.4X1.4 W.W.F.
NEW 4 BOLLARDS.
END CURB & GUTTER
NEW 21'WX35'LX6" CONCRETE
PAVING WITH 1.4X1.4 W.W.F.
1'6" CONCRETE CURB
GUTTER, STD 846.01 TYP
NEW ACCESSIBLE RAMP, TYPICAL.
NCDO1 STD. 848.05
NEW ADMINISTRATIVE BUILDING
SEE ARCHITECTURAL PLANS
FOR BUILDING DETAILS
NEW MECHANICAL UNITS. SEE
MECHANICAL PLANS FOR DETAILS.
NEW CONCRETE SIDEWALK,
NCDOT STD. 848.01, TYP.
1'6" CONCRETE CURB
GUTTER, STD 846.01 TYP
NEW ACCESSIBLE RAMP, TYPICAL.
NCDOT STD. 848.05
END CURB & GUTTER
NEW ACCESSIBLE
PAVEMENT MARKINGS
AND SIGNAGE
NEW 6'LX8"WX4"H
CONCRETE
WHEEL. STOPS
NEW 8' TALL GALVANIZED CHAIN
LINK FENCE AROUND PERIMETER.
EXISTING FENCE TO REMAIN
PP
`s 770361'5a ^ — _ PP _-
573 p5.
EXISTING POWER POLES
TO REMAIN.
In
(F)IRON REBAF
@ 37.78'
N.C. GRID
N:448775.49
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EL:506.61
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5408 Guildbrook Road
Charlotte, North Carolina 28226
[phone]
[phone] — Fax
License No. C-1313
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C. A. FLEHAN
Project Architect/Job Captain
C. A. FLEHAN
Drawn By
C. A. FLEHAN
Date Drawn
12/18/13
CADD Dwg. Name
SITE.DWG 1 "=50'
Revisions
No 1 Date 01 /08/14
No Dote
No 3 Date 03/24/14
No Dote
No Dote
No Date
No Date
No Date
No Date
No Date
Issue Date
GRAPHIC SCALE
25 so 100 200
( IN FEET )
1 inch. = 50 ft
SW3r loco( 4i
�.4t,,1r�„ y,q Ira
Project Number
2130385
Sheet Of
C-2 14

M
GRAPHIC SCALE
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MEMMEMi
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1 inch = 50 fL
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Xnc.
civil Eneineerine
Nydroloey• Site Plan Deafen
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SEAL 02�
12913
t
5408 Guildbrook Road
Charlotte, North Carolina 28226
[phone]
[phone] — Fax
License No. C-1313
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V. P. in Charge
C. A. FLEHAN
Project Architect/Job Captoin
C. A. FLEHAN
Drawn By
C. A. FLEHAN
Date Drawn
12/18/13
CADD Dwg. Name
SITE.DWG 1 "=50'
Revisions
No Date
No Dote
No 3 Dote 03/24/14
No Dote
No Date
No Date
No Dote
No Date
No Date .—._.
No Dote —
Issue Date

EX. SSMH
RIM:502.85
INV:494.9 (SW),
INV:494.8 (E)
EX. 10' SAN.
SEWER EASEMENT
WATER
METER
I
/
EX. SSMH
RIM:499.23
INV:493.9 (W)
INV:492.2 (N)
INV:492.1 (E)
CENTERLINE OF LICK
BRANCH
PER DB:5904, PG 705
(F)IRON PIPE
MIBi SED&*W
IN D 03ENR STD &(
SHEETS C-6 AND
2 FOR DETAILS
TEMPORARY SILT FENCE,
DENR 6.62, TYPICAL.
SKIMMER SEDIMENT BASIN E
BA 4 B (DENR STD 6.64)
SEE SHEETS C-5 AND
C-12 FOR DETAILS
CENTERLINE OF
I DIV GOaA/ N,
EX. SSMH
IM'495.23
INV. )
(INACCESS
(F)IRON PIPE
f I CENTERLINE OF LICK BRANCH
491 PER DB:5758, PG 683
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LEGEND OF SYMBOLS
DENUDED LIMIT
SILT FENCE
co;
ROCK CHECK DAM
NCDENR 6.62
NCaENR 6.e1
SKIMMER SEDIMENT BASIN
®
DIVERSION DITCH
ID-* 112-6
PROPOSED STORM
NCDENR 6.W
NCDENR .
NCDaM 6.20
CATCH BASIN PROTECTION
I ■ i
GRAVEL ENTRANCE
ri h 1;,,y
PROPOSED DITCH -
NCDENR 6.51
L.-J
TREE PROTECTION
0
RIP RRNARP APRON
®
COIR FIB BR BAFFLENCDE-
NCDENR
6 .h� 11711
r
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DITCH NN 509 --- '„ h
(F)IRON REBAR @ 61 �� I
41.79' 11
DITCH JJ
DITCH 11
DITCH HH
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13 _
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5?2 _ � , N _ � �� � r�hA S
h
5la 514 v° DITCH o
1�- 516516 I1 1
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7 '
50
x
C4 -_ _S 84"46'05•E 481.14'
--
HASTY ROAD
S 82032'40" E FIRE ! 60' RIG T OF WAY
19.00'
WATER HYDRANT WATER
VALVE MANHOLE
GRAPHIC SCALE
D 100 200
( Ri FEET
1 inch = 100 ft.
4.00
APPROX.
FIRE LOCATION OF
WATER HYDRANT 18" RCP 24" WATERLINE
VALVE INV:507.81
SKIMMER SEDIMENT BASIN NCDENR STD. 6.64
WATER S»3615eE
MANHOLE 573.05'
STRUCT.
NO.
NO.
SPILLWAY
(LXW
DENUDED
AREA
(AC_)
REO'D
VOLUME
(cf)
ACTUAL
VOL ME
(cf)
DRAIN
AREA(AC.)
FLOW
(cfs)
STORAGE DIMENSIONS (ft)
SPILLWAY
DEPTH(ft)
TOP OF BERM
INVERT OF BASIN
SU.R�ACE AREA
REQUIRED (sq.ft)
SURFACE AREA
(ACTUAL) (sq.ft)
SKIMMER ORIFICE
DIAMETER (in.)
DEWATERING TIME
(DAYS)
BAFFLES
FOREBAY
TOP
BOTTOM
DEPTH(ft)
DEPTH(ft)
DIM.
1
A
2'xl0'
3.31
5958
7180
6.22
9.33
6778 sf
2147 sf
10
2.0'
5.0
499
3032 s.f.
4012 s.f.
2.5"
1-3
X
2
B
2'xl0'
5.83-
10494
12131
1 8.88
13.32
8609 sf
2870 sf
1 3.5
1 2.0'
5.0
_ _
499
4329 s.f.
6778 s.f.
2.5"
1 1-3
X
3
C
2'x10'
1.64
1 2952
3199
1 1.87
2-PI 1
2653 sf
1221 sf
�. 2.5
2.0'
4.0
491
912 �.E
2263 s.f.
2.5"
1-3
X
4
D
2'x1O'
2.05
3690
3727
2.82
a �_
T \939 cf
1475 sf
2.5
ZO'
4.0
495
1375 sf.
2535 sf. T
2.5"--
1-3
__
L-5
E
2'xi0'
1.28
j 23G4
i 2^75
1 -�3 L FC T2!82 sf
973 sf�
2.5
2A'
4A
500
8ai s*
0O s.f.
2.5"
1-3
_X_
_
NOTE: SKIMMER BASINS TO BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
TEMPORARY SILT FENCE,
DENR 6.62
W
NEW 4" PVC SKIMMER
ATTACHED TO PERMANENT
OUTLET DEVICE
TEMPORARY COIR FIBER BAFFLES,
DENR STD 6.65,
TYPICAL EACH BASIN.
SKIMMER SEDIMENT
BASIN D (DENR STD 6.64)
SEE SHEETS C-6 AND
C-12 FOR DETAILS
SKIMMER SEDINEIff
BARN C WENR STD 6.64)
SEE SHEETS C-5 AND
C-12 FOR DETAILS
DITCH CvG
D T B ITS
19.04 ACRES).
N TH G U SIDE LIMITS
TO BE DISTURBED.
DITCH CC;
DITCH EE
DITCH DD
DITCH CC
50E
Sol 50-1o
508 SOB �\
�Q. TREE SAVE ARE \�
509
511
512
h
5F3
WATER
t�l
©I
S
9KMME R SEDIMENT BASIN A
(DENT STD 6.64)
3EE SHEETS C-5 AND
-12 FOR DETAILS
(F)IRON REBAR
@ 37.78'
VALVE KE
WATER PLC• GRD
49
FIRE VALVE 23
HYDRANT E3-:506,61
STORr'I CHARTS
Summary of Structures
STRUCTURE ID TYPE I REFERENCE REMARKS _ --- --�
1 FES 512.0 Invert Elevation
2 DI 516.0 Grote_ Elevation
3
4
STRUCTUF;E8 5 _
TO BE INSTALLED 6
IN PHASE _--- 7
EROBICIN OONTROL 8
_ 9 _
10
11
2
13
14
e
Tve
ef,
16
�i
84014
VICINITY MAP
OWNER INFORMATION
NAME ALFRED OWENS
ADDRESS 9635 SOUTHERN PINES BOULEVARD
SUITE 152, CHARLOTTE, NC
PHONE NUMBER 704-907-3162
SITE DEVELOPMENT
TOTAL SITE AREA
36.15 ACRES
IMPERVIOUS AREA SUMMARY
BUILDING AREA
34,719 SF
PAVEMENT AND WALKS
101,784 SF
TRACK, TENNIS AND BASKETBALL
30,794 SF
FUTURE BUILDINGS/WALK/PKG
33,010 SF
TOTAL IMPERVIOUS AREA
200,307 SF (4.60 ACRES)
PERCENT IMPERVIOUS AREA
12.72%
PERCENT ALLOWABLE
24% (8.64 ACRES)
GRADING NOTES:
1. ALL NCDOT STD. NUMBERS REFER TO THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS MANUAL.
2. GRADING AND EROSION CONTROL MEASURES SHALL BE IN
COMPLIANCE WITH THE NC DEPARMENT OF ENVIRONMENT
AND NATURAL RESOURCES.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON
THE PLANS IS A VIOLATION OF THE STATE'S EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. r`
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE STATE'S EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
5. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. GROUND
STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS
AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST
OCCUR WITHIN 14 DAYS ON OTHER AREAS.
6. SOIL TYPE: CO, CH, MO, ML
7. FIELD AND TOPOGRAPHIC SURVEY PREPARED BY GRIFFIN SURVEYING SERVICES,
ON MARCH 20, 2013.
8. TOTAL SITE AREA = 36.5 ACRES
9. TOTAL DISTURBED AREA=17.85 ACRES '
10. LOCATION OF UTILITIES APPROXIMATE. THE CONTRACTOR
MAKING THE IMPROVEMENTS SHALL BE FULLY RESPONSIBLE FOR
OBTAINING LOCATION OF UTILITIES PRIOR TO BEGINNING
CONSTRUCTION. CALL ULOCO: 1-800-632-4949.
11. ALL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM TO THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".
12. ALL BASIN OUTLET STRUCTURES ARE "SKIMMER TYPE"
STRUCTURES AND WITHDRAW WATER FROM THE SURFACE.
ANY BASIN STRUCTURES WITH DRAINAGE AREA EQUAL TO
OR GREATER THAN ONE ACRE MUST WITHDRAW WATER
FROM THE SURFACE.
13. SILT SACKS OR SIMILAR INLET PROTECTION TO BE PROVIDED IN ALL
STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN. THE SILT
SACKS SHOULD BE USED IN CONJUNCTION WITH EXTERNAL INLET
PROTECTION.
14. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS
PROJECT MUST COME FROM AN APPROVED EROSION CONTROL
PLAN SITE, A SITE REGULATED UNDER THE MINING ACT OF 1971,
OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. DEBRIS FROM DEMOLITION ACTIVITIES SHOULD BE
DISPOSED OF AT AN APPROVED FACILITY.
15. RUNOFF FROM BUILDING PADS AND OTHER RELATIVELY LEVEL
AREAS SHOULD NOT SHEET FLOW OVER FILL SLOPES. MAINTAIN
DIVERSIONS ALONG TOP OF FILL SLOPES AND SLOPE DRAINS
DURING FILL PLACEMENT PROCESS. THESE MEASURES SHOULD
REMAIN IN PLACE UNTIL FILL SLOPES HAVE BEEN ADEQUATELY
STABILIZED WITH ESTABLISHED VEGETATION.
16. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND
DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND
EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE
OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
AND SEDIMENT CONTROL PLAN IS BEING FOLLOWED. SELF -
INSPECTION REPORTS ARE REQUIRED. DETAILS OF THE SELF -
INSPECTION PROGRAM CAN BE FOUND ON THE LAND QUALITY
WEBSITE: http: //portal.ncdenr.org/web/ir/erosion
PHASES OF CONSTRUCTION:
-INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES
-INSTALLATION OF SKIMMER BASINS
-CLEARING AND GRUBBING OF EXISTING GROUND COVER
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
-INSTALLATION OF MEASURES DURING ANY PHASE OF PROJECT
-INSTALLATION OF STORM DRAINAGE SYSTEMS
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT
-INSTALLATION OF STORMWATER DETENTION MEASURES.
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT
GROUND COVER IS FULLY ESTABLISHED.
WIDTH
DEPTH
SC250 _J1
LINER SLOPE
EARTHERN
SWALE
LINER TO BE INSTALLED OVER A PREPARED SEEDED
SOIL AND FASTENED INTO PLACE WITH ANCHORS.
ANCHORING PATTERN WILL DEPEND ON SOIL AND
PROJECT APPLICATION.
v-SWALE DETAIL
SUMMARY OF SWALE DESIGN
SWALES TO BE LNED WITH NORTH AMERICAN
GREEN SC250 LINER PRIM TO SEEDING.
DITCH ID
-_.
DEPTH
FT
WIDTH
FT
SLOPE
SIDESLOPE
AA
1.11
6.7
5.00
3:1
BB
0.91
5.4
5.00
3:1
CC
0.92
5.5
10.00
3:1
DD
1.04
6.2
5.00
3:1
EE
1.13
6.8
5.00
3:1
FF
0.97
5.8
7.50
3:1
GG
1.25
7.5
3.50
3:1
HH
1.16
6.9
5.00
3:1
---- II_
0.91
5.5
2.50
3;1
JJ
1.01
6.1
2.50
3:1
KK
1.09
6.5
2.00
3:1
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0.50
3.0
1.50
3:1
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0.92
5.5
1.00
3:1
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1.70
10.2
0.75
3:1
00
2.06
12.4
3.50
3:1
PP
1.59
9.6
2.00
3:1
ALL SLOPES ON SITE TO BE 31 OR FLATTER
ALL 3-1 SLOPES TO BE STABflJ2ED WITH
l JUTE MESH OR EOUNALENT SYNTHETIC LINER.
SILT FENCING SHOULD BE INSTALLED DOWNSTREAM .OF THE ,
PROPOSED TEMPORARY SEDIMENT BASINS SUCH TH. - THE
(SILT FENCING IS LOCATED 5 TO 10 FEET OFF THE 'TOE. OF -
THE EMBANKMENT AND TIES INTO THE EMBANKMENT ON
EITHER SIDE OF THE ROCK SPILLWAY SO THAT WATER,
,FLOW DOES NOT DIVERT AROUND THE BASIN. �' -
ALL STORM MILETS MUST BE MARKED WITH FISH t
LOGO A!m 'DUMP NO WASTE, DRAM TO STAEAW A" I
Summary of Pipes
TO
FROM
DIAMETER
LENGTH
FLOW
DA
VEL
SLOPE
INVERT ELEVATION
iI
(inches)
feet)
(cfs)
(acre)
(fps)
(7)
DOWNSTREAM UPSTREAM
i
2
1 15
86
0.86
10.17
4.04
0.50
512.00 512.43
4
24
52
9.18
2.53
5.53
0.50
502.00 502.26
�-
D
6
48
� 80
, 99.58
.1
39 9
8 .7 8
0.50
491.00 491.40
7
-r
8
36
30
38.13
13.13
7.23
0.50
501.00 501.15
�9
10
15
157
1 4.01
1.38
4.04
0.50
503.80 504.59
10
11
15
150
1 2.00
0.69
0.50
504.79 505.54
13
_.5
110
4.01
1.38
4.0_4
0.50
502.00 502.55
'
- 14
75
'50
' 2.00
0.69
5.66
1 00
5C'.-5 504.25
1:.
16
12_ _�_
114
2.10
0.34
1.32
505.50 507.00
18 12_ 176 4.50 0.73 6.70 2.00 SOC.00 _y501.52_
an
•InQering
Civil Engineerine
Hydrology- Site Plan Deelen
O P•FESS /O•••/7/
212913 "
• 913 D1[4
c1 s
��•••,.,AU,' •,••,.
5408 Guildbrook Road
Charlotte, North Carolina 28226
[phone]
[phone] - Fax
License No. C-1313
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Project Architect/Job Captain
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Drawn By
C. A. FLEHAN
Date Drawn
12/18/13
CADD Dwg. Name
SITE.DWG 1 "=100' I
Revisions
No 1 Date 06 /12 /13
No 2 Date 01 / 08 / 14
Na 3 Date 03/24 /14
No Date
No Date
No
No Date
No Date
No_ Date -_..._
Date
Issue Date
Project Number
2130385
I Sheet 0'
C- - - 14

NEW 4" PVC SKIMMER ATTACHED
TO PERMANENT OUTLET DEVICE
TEMPORARY EMERGENCY SPILLWAY
MATCHLINE SEE SHEET 6 OF 14
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LIMITS OF DRAYtaAGE AREA ' SKIMMER ASIN 1 0)
TO SEDIMENT BASIN - w DRAINAGE AREA=1 86,636 SE p a� 0
G J ' (8.88 ACRES) C j '
DISTURBED AREA=,253,454SF �--
(5.83 ACRES) C5
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31 O w O 50/1
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FJ IT E SAVE AREA / i�
NOT TO BE DISTURBED
so .�j11
�y
` S
516 18 RCP Cyl
500
516 1�Wb07.62
519
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18 518
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must
( !X FEET
<0 61 Q-)
S/� �, �� - 508 508
i
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„ AC) � j - SKIMMER BASIN A
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LP , DRAINAGE AREA=270,923 SE
6
2 DI ED AREA=144,184 SF
y (3.31 ACRES)
1 51 I TREE SAVE AREA
r r
> > NOT TO BE DISTURB91 2
CP
/ / PPROX.
FIRE -OCATION OF
WATER HYDRANT 18" RCP 4" WATERLINE
VALVE INV:507.81
TEMPORARY EMERGENCY SPILLWA
NEW 4" PVC SKIMMER
ATTACHED TO PERMANENT
OUTLET DEVICE
WATER
MANHOLE 57305
TEMPORARY CONSTRUCTION
ENTRANCE, NCDENR 6.06 -
SIaM6e4 SEDYII 34T BASIN B
NCDENR STD 6.64
DRAIN AREA=8.88 ACRES
DIST AREA=5.83 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
SEDIMENT BASIN TO BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
13
WATER
VALVE
TEMPORARY SILT FENCE,
DENR 6.62
EXISTING VEGETATION TO REMAIN
SEE OVERALL GRADING AND EROSION
CONTROL PLAN FOR SKIMMER BASIN
SPECIFICATIONS AND DITCH AND
STORM DRAINAGE INFORMATION.
DISTURBED LIMITS. NOTHING
OUTSIDE LIMITS TO BE DISTURBED.
TEMPORARY DIVERSION
DITCH, NCDENR 6.20
TEMPORARY ROCK CHECK
DAMS NCDENR 6.83
TEMPORARY SPECIAL SEDIMENT
CONTROL FENCE NCDOT STD 1606.01
AND 15'WX20' LONG STONE OUTLET
ON FILTER FABRIC TO BE PROVIDED
AT PIPE OUTLET.
WJAII SEDIIIIIENR BASIN A
NCDENR STD &64
DRAIN AREA=6.22 ACRES
IST AREA=3.31 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
SEDIMENT BASIN TO BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
NEW 4" PVC SKIMMER
ATTACHED TO PERMANENT
OUTLET DEVICE
TEMPORARY EMERGENCY SPILLWAY
EXISTING FENCE TO REMAIN
0
(F)IRON REBAF
@ 37.78'
��. PP
KE
WAT E R N.C. GRID
FIRE VALVE N:448775.49
HYDRANT E�1599095.23
EL:506.61
N
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Fiehan
F.n!inoering
in
Civil Engina ing
Hydrology• Site Plan Deelgn
5408 Guildbrook Road
Charlotte, North Carolina 28226
[phone]
[phone] — Fax
License No. C-1313 --
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Project Architect/Job Captain
C. A. FLEHAN
Drawn By
C. A. FLEHAN
Date Drawn
12,/ 18Z3
CADD Dwg. Name
SITE.DWG 1 "=50'
Revisions
No—? _ Date 06/12/13
No Dote
No.. 3 oate 03/24/14
No Date
No Dote
No Dote
No Date
I No Cate.
I No-
NO- Date
Issue Date
Protect ivumber
2130385
".'Il Of
C-5 14
I

s�
FE
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�y CENTERLINE OF LICK BRANCH
..'� PER DB: 5758, PG 683
4.9HIP
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ss�D
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593
C) LAYDOWN AREA Q0
5 0 92 Q0
TEMPO f Y SPECIAL SEDIM T � 07 �Q
CONTROL FENCE NCDOT STD 11 06. 7
AND 15'WX20' LONG STONE OUTLE \ /
'QI FILTER FABRIC TO BE PROVID 0 \ \
AT PIPE OUTLET. �9 .
TEMPORARY; EMERGENCY SPILLWAY
NEW 4" PV�a KIMMER O �� JU
ATTACHED FO PERMANENT SOS 6 C�<<
OUTLET DEVICE S \ �2
/ SO
Z SKIMMER BASIN E
DRAINAGE AREA 75,450 SF
09 0' (1.73 ACRES C) TREE SAVE AREA ( IRON REBAR
7 S , CD DfSTURBED A A=55, 793 SF NOT TO BE DISTURBED
S7,3 7 (1.28" ACRES)
6�
74,
5�
LIMITS TOSEDIMENTABASIN AREA k
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KIMASIN D
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(282 ACRES) 59 2
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GRAE - C SCALE
w z. sa too
( Dr -FT )
I inch -= 50 ft.
FENCE
AREA
ASTURBE
41
81�16i SED1413IT BASIN E 4_
NCDENR STD 6.64
DRAIN AREA=1.73 ACRES
IST AREA=1.28 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
SEDIMENT BASIN TO BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
TEMPORARY EMERGENCY SPILLWAY
NEW 4" PVC SKIMMER
ATTACHED TO PERMANENT
OUTLET DEVICE
001
I'm
q
TEMPORARY SPECIAL SEDIMENT
CONTROL FENCE NCDOT STD 1606.01
AND 15'WX20' LONG STONE OUTLET
ON FILTER FABRIC TO BE PROVIDED
AT PIPE OUTLET.
SKMMER SEDMENT BASIN D
NCDENR STD 6.64
DRAIN AREA=2.82 ACRES
DIST AREA=2.05 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
SEDIMENT BASIN TO BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
TEMPORARY SPECIAL SEDIMENT
CONTROL FENCE NCDOT STD 1606.01
AND 15'WX20' LONG STONE OUTLET
ON FILTER FABRIC TO BE PROVIDED
AT PIPE OUTLET.
SKL#AM SEDMW BASIN C
NCDENR STD 6.64
DRAIN AREA=1.87 ACRES
IST AREA=1.64 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
SEDIMENT BASIN TO BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
NEW 4" PVC SKIMMER ATTACHED
TO PERMANENT OUTLET DEVICE
TEMPORARY EMERGENCY SPILLWAY
MATCHLINE SEE SHEET 5 OF 14
N
Gil
E
ine: erring
CIVII Engtneering
Hydrology • 81tw Plan Deelgn
5408 Guildbrook Road
Charlotte, North Carolina 28226
[phone]
[phone] — Fax
License No. C-1313
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Drawn
By
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FLEHAN
Date
Drawn
12/18/13
CADD
Dwg. Name
SITE.DWG 1 "=50'
Revisions
No
1 pate 06/12/13
No
Date
No
3 Date 03/24/14
No
Date
No
Date
No
Date
No
Date
No
Dote
No
Date
No
Dote
Issue
Date
,=reject Number
2130385
Sheet Of
'C-6 14

a
GRAPHIC SCALE
`0 15 so 100 200
c IN FEET
1 inch = 50 ft_
NEW CLASS I RIP RAP PAD
L=23'
W= 30'
d=22"
MATCHLINE SEE SHEET 8 OF 14 N
NEW CLASS I RIP RAP PAD
L=10'
W=12' W E
d=12„
�C6 TEMPORARY SILT FENCE,
DENR 6.62
1\ S
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i' EXISTING VEGETATION TO REMAIN
2
\ 0
NEW 10" PVC ROOF DRAIN ® 1.0% MINIMUM SLOPE.
lb
h�
SEE OVERALL GRADING AND EROSION
CONTROL PLAN FOR SKIMMER BASIN
3 }. o SPECIFICATIONS AND DITCH AND
\ u 11yi STORM DRAINAGE INFORMATION.
.. " .. ' i o
DISTURBED LIMITS. NOTHING
i OUTSIDE LIMITS TO BE DISTURBED.
s
Ln g
- o 4\
i509
- -
"�< APPROX.
FIRE L CATION OF
WATER HYDRANT 18" RCP 2 " WATERLINE
VALVE INV:507.81
NEW CLASS I RIP RAP PAD
L=10'
W=12'
d=12"
WJAER SEDUE34T BASH A
®® NCDENR 8TD 6.64
mw DRAIN AREA=6.22 ACRES
\ 5 \ IST AREA=3.31 ACRES
• ® SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
®N
19
WATER S 7703
MANHOLE 57305'
TEMPORARY CONSTRUCTION
ENTRANCE, NCDENR 6.06
S CIM ER SEDWENT BASH B
NCDENR STD 6.64
DRAIN AREA=8.88 ACRES
•DIST AREA=5.83 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
l a r
\ /•' EXISTING FENCE TO REMAIN
J
\ / NEW CLASS I RIP RAP PAD
L=1
W=16'
d=12"
506
507 �
NEW 20' RECORDED
SO DRAINAGE EASEMENT,
\ TYPICAL ALL SWALES.
�0
50g 509
'I
_ �
A \;
TREE SAVE AREA
} ,t NOT TO BE DISTURB�Dj Ln NEW CLASS I
J RIP RAP PAD
G� L=10'
W=12
s \ d=12,.
4---_ \� (F)IRON REBAR
\ @ 37.78'
_ J PP -
- J ,
- / O
wa
WATER - --
VA LV E KE
WATER N.C. GRID
r I RE VALVE N:448775.49
HYDRANT E.-1599095.23
EL:506.61
Flehan'
EngineCring
i1C.
Civil Enylnearing
Hydrology- Site Plan Design
CARGI
C) 0"F 1 S 10,4,
12913 O j��E_/4
. i� ••
i li •.,�vcrNEE�••• 'ram
A ..a.••••••
5408 Guildbrook Road
Charlotte, North Carolino 28226
[phone]
[phone] - Fax
License No. C-1313- - -
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Drawn
By
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FLEHAN
Date
Drawn
12/18/13
CADD
Dwg. Name
SITE.DWG 1 "=50'
Revisions
No
1 Date 06/12/13
No
No
2 Date 01 /08/14
3 Date 03/24/14
No
Date
No
Date
No
Date
No
Date
No
Date
No
Date
No
Date
Issue
Date
Project Number
2130385
Sheet Of
C-7 14

F
94.43'
"W
484
J2 (F)IRON PIPE
`6 &� ! 6
87 >Ct)(
I.30 \N5
1
489 4,
491
493
494 ly Q0
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191,9
6 PROF L4 R
497 M.�Q9, �Q� �C FENCE
498 �� D I T
499
/ ✓ 5 01 d'9 o
5a"� 02 503 0� S�/
4
50 5� s z \
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508 - 8CO
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SAVE AREA` ,
NOT TO BE DISTURBED'
CTMCP s
b cJQ3 ...
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0 5
S. 02 N ` \
09 503
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s 00 s0 s ; Q
7� 50s.3 /�ri` : o INV.5(
LN 30'
c V.5(
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4 /
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IX505.33
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soy a3x I fNV.503.5
Cv
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L=36
INV 501.44 K
33 I
v� L=30' \ \ w
I N V.499.7
5 0 6
411.
J
h
INV.4
NV.498.3
1b v `
N le
c� / �I 498-
GRAPHIC SCALE
ss so tao
( IN FEET )
i inch = 50 ft.
MG
CENTERLINE OF LICK BRANCH
PER DB:5758, PG 683
0
5° 1
p502
1503 �\\
s S
o REBAR
TREE SAVE AREA �' � (F)IRON
NOT TO BE DISTURBED
3.7
4.0 o FENCE
d �
Q)
(O
00.
/
0 c�
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CJ fn
13)
t '.499.0 I Cn D
i
DISTURBED;'
k\ ,
y
SKIuII SEMEW BASIN E
NCDENR STD 6.64
DRAIN AREA=1.73 ACRES
IST AREA=1.28 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
DMEWAY PIPES TO BE 12' RCP
AT 1.0% SLOPE, TYPICAL
NEW 20' RECORDED DRAINAGE
EASEMENT, TYPICAL ALL SWALES.
f
r
r
1
k:
SKMIuER SE AAENT BASIN D
NCDENR STD 6.64
DRAIN AREA=2.82 ACRES
IST AREA=2.05 ACRES
SEDIMENT BASIN TO REMAIN IN PLACE
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
WJMMER SEOIIII BASIN C)
NCDENR Sro 6.64
DRAIN AREA=1.87 ACRES
DIST AREA=1.64 ACRES_J
SEDIMENT BASIN TO REMAIN IN PLACF
UNTIL SITE IS STABILIZED AND NCDENR
APPROVES ITS REMOVAL.
\\
_ NEW CLASS I RIP RAP PAD
L=23
\� FF W=30'
`�v ID d=L2"
Q G
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MATCHLINE SEE SHEET 7 OF 14
_ NEW CLASS I RIP RAP PAD
. I I
N
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Flehan
181nginel�ririg
Inc.
Civil Engineering
Hydrology. Site Plan Deslgn
CAR
..•FED,
SEAL
12913 0
:, � ••., G'I NEB,••• (v
fe AU
5408 Guildbrook Road
Charlotte, North Carolina 28226
[phone]
[phone] — Fax
License No. C-1313
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in Charge
C. A.
FLEHAN _
Project Architect/Job Captain
C. A.
FLEHAN
Drawn
By
C. A.
FLEHAN
Date
Drawn
12/18/13
CADD
Dwg. Name
SITE.DWG
1 "=50'
Revisions
No
1 Dote 06/12/13
No-
No
Date
3 Doe. 03/24 14
No
Date
No
Dote —
No
Date —
No
Date__
No
Date
No
Date
No
Dote__.—_—
Issue
I
Date --_J
Project Nu-nber
2130385 j
Sheet Of
C-8 14
I