SW6140504_APPROVED PLANS_20140616

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

1
2
WOMACK ARMY
HARNETT COUNTY,
D US Army Corps
of EnginEers
Wilmington District
PLATE NO. I SHEET NO. MODE FILE SHEET FILE TILE
C
1-1
0
STORM SEWER PROFILES 1
STORM SEWER PROFILES 2
MEDICAL � ENTER
NORTH CAROLINA
INDEX; OF DRAWNGS
PLATE NO. I SHEET NO. I MODEL FILE I SHEET FILE
TITLE
SY,y�,o �1p�4
�Rp�Ati�,
CU-102
10
SANITARY SEWER PROFILE
CE-001
11
EROSION CONTROL NO -ES
CE-002
12
STORMWATER POLLUTON PREVENTION PLAN NOTES
CE-003
13
EROSION SEDIMENT & FOLLUTION PREVENTION PLAN NOTES
CE-100
14
EROSION CONTROL NO -ES & LEGEND
CE-101
15
EROSION, SEDIMENT, &POLLUTION CONTROL PLAN INITIAL PHASE
CE-102
16
EROSION, SEDIMENT, &POLLUTION CONTROL PLAN FINAL PHASE
C-501
17
SITE DETAILS
C-502
18
MISCELLANEOUS DETAI_S
_
C-503
19
DUMPSTER ENCLOSURE DETAILS
2-504
20
STORM DRAINAGE DETAILS
C-507 1 23 1 1 1 HARNETT COUNTY PUBLIC UTILITIES WATER VAULT DETAILS I I I I 1 ' ;
C-508 1 24 1 1 1 HARNETT COUNTY PUBLIC UTILITIES SANITARY SEWER DETAILS 1
C-510 26 1 ER SION SEDIMENT &POLLUTION CONTROL DETAILS 1
C-511 27 1 EROSION SEDIMENT &POLLUTION CONTROL DETAILS 2
C-512 28 INFILTRATION POND DE -AILS
A
A.C.
AIR CONDITIONED
A.D.
AREA DRAIN
A.H.U.
AIR HANDLING UNIT
ALT,
ALTERNATE
ALUM.
ALUMINUM
AMP., A.
AMPERES
A.O.
ACCESS OPENING
APPROX.
APPROXIMATELY
ARCH.
ARCHITECTURAL
A.T.
ASPHALT TILE
A.T.C.
ACOUSTIC TILE CEILING
B
BAL.
BALANCE
BD.
BOARD
BLDG.
BUILDING
BLK.
BLANK
BM.
BEAM
BOT.
BOTTOM
BRIG.
BEARING
B.T.U.H.
BRITISH THERMO UNIT/HOUR
C
CAB.
CABINET
CAP.
CAPACITY
C/B
CIRCUIT BREAKER
C.D.
CEILING DIFFUSER
CEM.
CEMENT
CER.
CERAMIC
C.F.M.
CUBIC FEET/MINUTE
CKT.
CIRCUIT
E
CENTER LINE
CELL.
CEILING
CL
CLOSET
C.M.U.
CONCRETE MASONRY UNIT
C.O.
CLEAN OUT
COL.
COLUMN
CONC.
CONCRETE
COND.
CONDENSATE
CONN.
CONNECTION
CONST.
CONSTRUCTION
CONT.
CONTINUOUS
CONTR. JT.
CONTRACTION JOINT
C.S.C.
COLOR SYMBOL CODE
C.T.
CERAMIC TILE
C.T.B.
CERAMIC TILE BASE
C. TO C.
CENTER TO CENTER
D
DET.
DETAIL
DIA.
DIAMETER
DIFF.
DIFFUSER
DIM.
DIMENSION
DISC.
DISCONNECT
D.J.
DUMMY JOINT
DN.
DOWN
DR.
DRAIN
D.S.
DOWN SPOUT
DWG.(S)
DRAWING(S)
E
EA. EACH
STANDARD
ABBREVIATIONS
ELEC. ELECTRIC H OL OVERLOAD REG. REGISTER TEL TELEPHONE
EQUIP.
EQUIPMET
H.
HIGH
B.'#
POUND
OPNG.
OPENING
REINF.
REINFORCING
TEMP.
TEMPERATURE
E.W.C.
EXH.
ELECTRIC WATER COOLER
EXHAUST
H.B.
H.C.
HOSE BIBB
HOLLOW CORE
_G.
-P.
LONG
LIGHTING PANEL
OPP.
O.S.D.
OPPOSITE
OPEN SIGHT DFAIN
REQ.
RET.
REQUIRED
RETURN
THK.
THD.
THICKNESS
THRESHOLD
�� �y
EXP. JT.
EXPANSION JOINT
HT.
HEIGHT
TG.
LIGHTING
R.G.
RETURN GRILLE
TOIL.
TOILET
EXT.
EXTERIOR
H.M.
HOLLOW METAL
RM.
ROOM
TYP.
TYPICAL
EXIST.
EXISTING
H.P.
HORSE POWER
P
R.P.M.
REVOLUTION/MINUTE
HR.
HOUR
A
P.
PAPER
HTG.
HEATING
A.
MOTOR
PART.
PARTITION
V
F
HTR.
HEATER
AAINT.
MAINTENANCE
PER.
PERIMETER
S
V.
VOLT
F.A.
FIRE AL.AZM
H.&V.
HEATING AND VENTILATING
AAX.
MAXIMUM
E. PL
PLATE
S.
SUPPLY
V.A.T.
VINYL ASBESTOS TILE
F.C.
FLEXIBLE CONNECTION
HW.
HARDWARE
A.D.P.
MAIN NSTRIBUTION PANEL
PM.
RJUMBING
S.A.
SUPPLY AIR
VENT.
NENTIMATION
F.D.
FLOOR DIAIN
HYD.
HYDRANT
AECH.
MECHANICAL
PLYW'D
PLYWOOD
SCH.
SCHEDULE
VERT.
VERTICAL
g�ocum
F.E.C.
FIRE EXTNGUISHER CABINET
ATL
METAL
PNL.
PANEL
SECT.
SECTION
VTR
VENT THRU ROOF
Ap�rvuea�u.k;ya?Qrpdh,h nt'
in accordant®with these document' Is
FIN.
FINISH
AIN.
MINIMUM
PRESS.
PRESSURE
SERV.
SERVICE
Gonstruction
required byy the stonnwater permit- North CSTithe
system designer
FL.
FLOOR
I
AISC.
MISCELLANEOUS
PSF
POUNDS/SQUAIE FOOT
SHT.
SHEET
rules require that the Stormwater
during construction; ceniry conformity w th ft
FT.
FOOT, FET
I.D.
INSIDE DIAMETER
A.O.
MASONRY OPENING
PSI
POUNDS/SQUARE INCH
S.J.
SLIP JOINT
W
inspect h
and Specs; and cenlry compliance with the
FT.
FOOTING
I.E.
INVERT ELEVATION
A. T.
METAL THRESHOLD
PSIG
POUNDS/SQUARE INCH GAGE
SPEC.
SPECIFICATIONS
W
WATT
plans
stormwsterrules. (I5ANCAC2HA00801 ±' '
IN.
INCHES
ATD.
MOUNTED
PT.
POINT
SQ. FT.
SQUARE FEET
W/
WTH
5-0 Date (t
P SW /
Division of
INCAND.
INCANDESCENT
ATG.
MOUNTING
PTD.
PAINTED
ST.
STEEL
WC
WAINSCOA7ING
...
` Dato
G
INSUL.
INSULATION
A.V.
MECHANICAL VENTILATION
STOR.
STORAGE
WD.
WOOD
Revision
sneer
GA.
GAGE
INT.
INTERIOR
A.G.T.
MATT GLAZE TILE
STRUC.
STRUCTURAL
W.D.
WINDOW DIMENSION
GAL
GALLON
Q
SUSP.
SUSPENDED
WF
WIDE FLANGE
GALV.
GALVANIED
Q
QUARTER
SW.
SWITCH
W.G.
WATER GAGE
G.F.E.
GOVERNMENT FURNISHED
J
�
QUAN.
QUANTITY
WP.
WEATHERPROOF
EQUIPMENT
J.B.
JUNCTION BOX
J.A.
NOT APPUCABLE
WTR.
WATER
GL
GLASS
JCT.
JUNCTION
J.I.C.
NOT IN CONTRACT
T
W.W.F.
WELDED WIRE FABRIC
GND.
GROUND
JT.
JOINT
J0.
NUMBER
R
T.
TOILET
j 4
GOUT
GOVERNMENT
G.P.H.
GALLONS?IOUR
R.
RISER
G.P.M.
GALLONSVINUTE
R.A.
RETURN AIR
GR.
GRILLE
K
)
RAD.
RADIUS
G.W.B.
GYPSUM MALL BOARD
KVA
KILOVOLT AMPERE
).A.
OUTDOOR AIR
RD.
ROUND
ISSUED STAMP
SS
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SHEET NUMBER 1
G-101

1 1 2 1 3 1 4 1 5
BUFFERING REQUIREMENTS
A BUFFERING/STREETSCAPE REGULATIONS (PER HARNETT COUNTY ZONING ORDINANCE):
BUFFERS WILL BE INSTALLED ALONG THE SIDES OF THE LOT ABUTTING THE
CENTENNIAL PARKWAY .IND NC 24/87 RIGHTS —OF —WAY PER HARNETT COUNTY ZON/AG
ORDINANCE. BUFFERS VILL BE "TYPE C" BASED ON GROUP 3 LAND USE CLASSIFICATON
OF SUBJECT PROPERTY. IN EACH 10' BUFFER AREA: LARGE, MATURING TRESS WILL B-_
PLANTED (STAGGERED) NO MORE THAN 30 FEET APART 5 LOW —GROWING SHRUBS W-L
BE PLANTED FOR EVER- LARGE, MATURING TREE PLANTED; AND GROUND COVER
(EVERGREEN OR MULCM WILL COVER THE BALANCE OF THE BUFFER AREAS.
MAINTENANCE OF BUFFR:
MAINTENANCE OF THE (TYPE C) BUFFERS ALONG CENTENNIAL PARKWAY AND
NORTH CAROLINA HIGHVAY 87 WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNE?.
EXISTING CURB
& GUTTER
CONTACT INFORNA77ON
xx p
r $ Q[
1141 4 o
I i I I 9.00.(
Ti
-9�,- n RITURE _ E
OWNER: EDT DEVELOPMENT ,I�IL EDT, INC
7705 ENTERPRISE WAY, SUITE 200 ENGINEER: 4245 BALMORAL DRIVE, STE 303
MARIETTA, GA 30067 HUNTSOLLE, AL 35801
CONTACT HASSAN ANVARI, PE CONTACT MATTHEW GILLESPIE, PE
770-988-0400 256-883-8496
ARCHITECT: EDT—THA, INC SURVEYOR: JOYNER KEEN
4245 BALMORAL DRIV, STE 303 104 GILLESPIE STREET
HUNTSVILLE, AL 35801 FAYETTEVILLE, NC 28301
CONTACT: JENNIFER THORINGTON, A/A CONTACT REX OWEN, PLS
256-883-8496 910-322-6569
MILITARY OVERLAY ZONE NOTE:
THIS DEVELOPMENT IS WITHIN THE FIVL MILE MILITARY CORRIDOR OVERLAY
ZONE, AND MAY BE SUBJECT TO MILIARY TRAINING ACTIVITIES.
L
118.00'
I)^woi
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41.00' —
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I
SITEDATA
PID
019594 0029 0
PIN
9594-17-0517.)00
TOWNSHIP
ANDERSON CREW
COUNTY
HARNETT
STATE
NORTH CAROLIN7
ZONING CLASSIFICATION
COMMERCIAL
LAND USE CLASSIFICAT70N
COMPACT, MIXE7—USE
WATERSHED DISTRICT
N/A
THOROUGHFARE PLAN NOTA77ON
NC 87 IS ON MRNETT COUNTY
THOROUGHFAREPLAN
GROSS ACREAGE
J.45 MORE OR_ESS
DISTRUBED ACREAGE
3.45 MORE OR_ESS
IMPERVIOUS ACREAGE (POST CONSTRUCT70N)
2.17 MORE OR.£SS
IMPERVOUS AREA X OF GROSS ACREAGE
62.9 i
HOURS OF OPERAT70N
MOB: MON—SA? 8AM-5PM
RETAIL: SUN —SIT 8AM-10PM
PARKING LOT MATERIAL AND SPACE TYPICAL
STANDARD DUT' ASPHALT TYP 9'Xi8'
PARKING REQUIRED
PHARMACY.' 65(PER DoD REQUIREMENTS)
ftETML: 44 (1 PER 300 SO FT)
PARKING PROVIDED
PHARMACY.• 73(INCLUDES 3 ACCESSIBLE)
RETAIL: 54 (INCLUDES 2 ACCESSIBLE)
SITEPLANLEGEND
-�
O
HANDICAP RAMP TYPE 'A' REQ'D (SEE DETAL 8/C-502)
HANDICAP RAMP TYPE'B' REQ'D (SEE DETAL 9/C-502)
O3
HANDICAP RAMP TYPE 'C' REQ'D (SEE DETAL 10/C-502)
®
WHITE PAINTED ARROW REQ'D (SEE DETAILI I/C502)
O
24' CURB & GUTTER REQU (SEE DETAIL 1/0502)
CURBED FLUME REGD (SEE DETAIL 14/C-501
--
O7
DETENTION DISCHARGE FLUME REQ'D (SEE)ETAIL 1/C-504)
®
HANDICAP PARKING ACCESS AISLE STRIPIN; REQ'D (SEE DETAIL 4/C-502)
O9
HANDICAP PARKING PAINT SYMBOL REQ'D (:EE DETAIL 4/G502)
Imo.
HANDICAP PARKING SIGN REQ'D (SEE DETAL 12/C-501)
HANDICAP PARKING SIGN WITH VAN ACCESIBLE SIGN REQ'D
, l
`», ,z
(SEE DETAIL 12/C-501)
PRE -CAST CONCRETE WHEEL STOPS (SEE ETAIL 6IC-502)
v
Vv -
13
CONCRETE EDGE SEE DETAIL 15/C-501
FM-ORF 74VOE PAHBT'c9 ARRV44 R i)9 SEM TAW _ 1%, 62)
PROPOSED NUMBER OF PARKING STALLS
J Y -
FEMA MAP
=
N. T- S.
r
">
C
NOTE. • BASED ON GRAPHIC DETERMINATON, NO POR77ON OF
THIS PROPERTY LIES IN A F.EM.A./F.LR.W. SPECIAL FLOOD
I
`^
HAZARD AREA PER COMMUNITY PANEL JUMBER 9584 OF MAP
` '
NUMBER 3710958400J DATED OCTOBER 3, 2006.
NIL
fs i
_ - -
-i CONCRETE DUMPSTER /N�A,/df
MA
s PAD WITH WOOD-
E SCREENED FENCE N,T$.
} (SEE DETAILS 11/C501 &
ASTERISK DENOTES LOCA770N OF PROJECT
- 1/C503 FOR REQ'TS)
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OWNER'S CONSENT
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„., AS THE OWNER OF RECORD, I HEREBY FORMALL' CONSENT TO THE
>O
PROPOSED DEVELOPMENT SHOWN ON THIS SITE ?LAN AND ALL
>
U.
b REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES.
0
SHEET NUMBER
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OWNER SIGNATURE DA7E
CS-101
SHEET 4 OF 85
V/

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334.35
5 NEW MEDICALFG FUTURE RETAIL BLDG }^1 m m
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0-333.65� :I OFFICE / PHARMACY w ._,. 333.50 I II, m
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30' 0 30' 60'
SCALE 1" = 30'
Approved Stormwatar P6 'it"It wOui li
Construction in accoruance with .neaa doeurrlanis is
required by the stonnwater permit North Ca rollrs
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs{ end certify compliance with the
stormwatar rules. (15A NCAC 2H 10050))
Panlt # 5 PTO {� Date
{AC Diwsion of
Revision Dat P_6AW Zf-
STORM WATER INFILTRATION BASING SHALL BE INSPECTED AND MAINTAINED BY THE
PROPERTY OWNER AT LEAST TWICE A YEAR. LISTED BELOW ARE OWNER'S MAINTENANCE
RESPONSIBILITIES:
MONTHLY
• CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES
• MOW EMBANKMENTS AND SIDE SLOPES.
ANNUALLY
• INSPECT FOR DAMAGE, PAYING PARTICULAR ATTENTION TO THE CONTROL
STRUCTURES.
• CHECK FOR SIGNS OF POOR INFILTRATION CONDITIONS.
• NOTE SIGNS OF HYDROCARBON BULD-UP, AND REMOVE APPROPRIATELY.
• MONITOR FOR SEDIMENT ACCUMLLATION IN THE FACILITY AND ANY UPSREAM CATCH
BASINS.
• EXAMINE TO ENSURE THAT INLEC AND OUTLET DEVICES ARE FREE OF DEBRIS AND
OPERATIONAL.
• CHECK ALL INFILTRATION BASIN PRAINAGE STRUCTURES.
AS NEEDED
• REPAIR UNDERCUT OR ERODED AREAS.
• MONITOR SEDIMENT ACCUMULATONS, AND REMOVE SEDIMENT WHEN THE
BASIN VOLUME HAS BECOME REDUCED SIGNIFICANTLY.
30 2014
ISSUED STAMP
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BOOT ROOF DOWNSPOUTS
(21 LF 6" HOPE TYP)TO NEW STR 18 HEADWALL - - -
STR 14 HEADWALL INFILTRATION POND. N: 547561.14 _ I ,_
N: 547433.1 PROVIDE CONCRETE SPLASH /E. 1990903.57
E: 199083a61 BLOCKS @ END OF BOOTS. TOP: 330.94
I.E. OUT (g): 329.00 I.E. IN (NE): 329.00
332 332
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333 _ 333 333
---'----'333--------------------------------- --- _---__------------ -- _�T
�.. ( 333 332 333 - - zoo _. 3: 333 .
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STR 12AI , : 331 330 330 - ------ ---- - - - - i
N: 547365.58
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TOP: 332.50 - I m 331 -
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I.E. IN SE 328.97 ,- a \ _. 332 332 O R STR 17 HEADWA
I.E.�rj
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03
_.. s . a _. 1 ' E: 1990953.55�,. F. .k; `DETENTION
p F' I �� CD
TOP: 331.44 '` I f° _ '•`-�i� I N�" (' \ DISCHARGE FLUME
p A STR 5 HEADWALL S :332 I I.E.OUT SW : 329.50 "�- ? _ m N i7
f
' = 49 LF 18" RCP N: 54'416.72 f _-- -� ._. , - I ( ) N(SEE DETAIL)
Z _
E 1910 Cl) �) �- ) -�. � 7 Cl) <� d r ,,, INV' 331.20
€;, m =' ` m rn + Zi; TOP:333.30
I E It (NW) 328.50 , I I, m N C
n �.. NEW MEDICAL I i( i4 j �m (n m m
FUTURE DETAIL BLDG �- h� I �7 ami amj►► ; STR 3HEADWALL
Z E &9Ub6;79 OFFICE /PHARMACY o I i2oo SF = -$ q M t li �N: 547773.40
ICI STR13 HEADWALL
.. } I 1 3, y m o E 1991122.97
,_ 54
M ri m BUILDING - N I I 7 I.E. IN c> 28.50
W m I.E.I! (SW). 328.50 y„.., N STR 7 HEADWALL
o w, :
10� .. m N: 547537.84 1 _
( ,,40 X 120) I l N s: 3
{ ___ 1I�M 12,500 SF ; ° E ,99,034.96 F'E. = 334.85
N rn IOC om _ m I I.E. IN IS): 329.00te
F
:moo �` M NCI m M STRIB WEIR BOX-N �" ' F.F.E. 334.50
tt LL m m rn c� STR 2 At
J �%
-0 W _.. .<.'' rl N: 5,7372.71 N m
�, - .. m ;. N: 547634.55
0 -4 ,- 1 ._ I" - I I .- E: 190928.35 .._._ s „^. -1991134.70I _
-+ 8. - '. < G STR 6 AI ' N E: - - f
TOP 332.75 _._..,. m r ��
( •�' --- TOP: 333.00
m N m }>-6"x8"ORIFICE: 330.75 N: 547479.99 '-- o CO t -
A co l I m - a t.e. ui (swy. a2s.2s r - -
p ; s r `� <` 1'U�,I m ETOP�332.25 ", 60 LF,2"0.83% o m LE. OUT (N): 329.19 ( i l
6" X30" ORIFICE: 331.75 -
Lo m m I.E. OUT(S). 327.00 ( @
I.E. OUT IN): 329.50
STR 11 Ali t ( i r� t �I � � .. I - � _- � . . . . . . . . .�
t
N: 547327.59 - s
_ r
E: 1990903.00 ;,� - Cl)
U ;
i 333
I
TOP: 332.50t ` `�- M( 33^---- �---------�GQ - ) -•
I.E. OUT (NW)' 329.40 ~
332 I STR 5 HEADWALL i F
3 �I M t \1' ,. r",' _ N: 547538.53 ;
�� STF,O HEADWALL - """ E: 1991037.93 861
15" RCP
- N:57374.05 .�384' I.E. IN (SE): 329.00 �':� @0.82°k
I 332E: 490939.35 _ ^
r _ T01: 330.44 .,..,. V1 t
333-LE. N� (E) 3�8.50 SS 3�� -->t,$ y� I i I, k f f cCN
,. m a*t
1
f ! I �qI m
Jt N
5 5 � i
m
f I ,� 333 + � I ! � I � � �,� Cl)m
ti
33� �Sg 334 / n
3 I \ i f �
... /' co Cl)CONNECT NEW @ 0 40 .
18" RCP INTO EXISTING - STR 1 AI n�'�'/ a co
)
? -
a \ V: 547557.98
17
I.E. IN: 325.00 TOP 33325t Mh i
_333 - - - - - n'3� `73p - I.E. OUT (NE) 330_00 - - I I _- r _ ,' tv
k. �_ L T
3g
2
Y 1334
-
333
icy r I
_ A•7
.,_.,
_,"a -- _
At
,. NT547347.75 STR 8 At_. - _
rc
- - = r - t_^
E: 1991005.1', N: 547418.49 STR 4 AI
TOP: 332.55 E: 1991045.63 - - N: 547493.79 i ' i1 _
I.E. OUT (W): 329.40 TOP: 332.50 ' E: 1991086.75
I.E. OUT (NE): 329.59 TOP: 332.50
CENTENNIAL PARKWAY I.E.OUT(NIN : ):329. }-`
- � I.E. OUT (NW): 329.26
_ (100' R/W_-_PUBLIC)_-
® (MAP 2011, PG 548)
3
HORIZONTAL & VERTICAL CONTROL
IRON PIPE W/JK CAP #3
N: 547, 207.3616
5
E.- 1, 991, 026.2002
ELEVATION: 332.41 '
(GROUND)
STORMSEWER PIPE SUMMARY TABLE (10-YEAR, 24HR STORM EVENT)
From (Inlet)
Node
To (Outlet)
Node
Length
(fit)
Average
Slope
(%)
Pipe
Shape
Pipe
Diameter
or Height
(inches)
Manning's
Roughness
Peak
Flow
(cfs)
Max
Flow
Velocity
(ft/sec)
1 AI
2AI
86.00
0.8300
CIRCULAR
15.000
0.0130
0.60
1.71
11AI
12AI
73.00
0.7500
CIRCULAR
15.000
0.0130
1.26
1.21
12 AI
BASIN-
49.00
0.7600
CIRCULAR
18.000
0.0130
2.08
2.54
16 WEIR BOX
OUTFALLS
142.56
1.4000
CIRCULAR
18.000
0.0130
3.64
5.77
2AI
BASIN-:
138.00
0.5000
CIRCULAR
18.000
0.0130
2.39
2.37
4AI
BASIN-3(STt-17)
65.00
0.4000
CIRCULAR
15.000
0.0130
2.57
2.10
6-AI
BASIN-3(STI-17)
60.00
0.8300
CIRCULAR
12.000
0.0130
0.37
0.47
SAI
4AI
83.00
0.4000
CIRCULAR
15.000
0.0130
0.82
0.67
9AI
BASIN-,
70.00
1.2900
CIRCULAR
15.000
0.0130
1.12
2.34
BASIN-2(STR-14)
BASIN-
1 32.00
1.5600
CIRCULAR
13.000
0.0130
2.81
1.59
BASIN-3(STR-17)
BASIN-2(STt-14)1
56.00
0.8900
1 CIRCULAR
18.000
0.0130
3.24
1.83
30' 0 ,J' 60,
SCALE.' I" = 30
NOTE: ALL STORM SEWER AREA INLETS
(STR'S 1, 2, 4, 8, 9, 11, 8 12) LOCATED
WITHIN THE NEW PARKNG AREAS ARE
TO HAVE A 2-0" DEEP SUMP FOR
DEBRIS COLLECTION.
(SEE INLET DETAILS IN EACK OF PLANS)
Approved Stvrrnveler Pv mit Ugcufh@hiz
t;onseucuon In at.Eoreansd with these 0100401111016 Is
required by the stormNater permit. North Carolkle
rules require that the stormwater system designer
inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
swrmwater rules. 0 5A NCAC 2H .1008 (1) )
r SW / d5o _Date/A 2
• :• C Division of WataP@selHy
Sheet # Revision Date29&_L_A
DRAINAGE
B.XSIN PEAK RUNOFF (10-YEAR, 24HR STORM EVENT)
Element
Area
Drainage
Weighted
Rain Gage
Total
Total
)eak
Time of
ID
Capture ID
Curve
ID
Precipitation
Runoff
Ibnoff
Concentration
(acres)
Number
(inches)
(inches)
;ds)
(days hh:mm:ss)
DEV-01
0.08
IN
93.2D
'Harnett -County
5.80
5.00
3.61
0 DD:05:D0
DEV-02
0.29
2AI
92.10
Harnett _County
5.80
4.88
2.08
0 00:05:00
DEV-03
0.65
BASIN-1
70.25
Harnett County
5.80
2.67
2.44
0 00:08:58
DEV-04
0.09
OUTFALL-N
53.70
Harnett _County
5.80
1.31
3.15
0 00:05:00
DEV-05
0.01
NORTHEAST
39.00
Harnett -County
5.80
0.03
3.00
0 00:05:00
DEV-06
0.51
BASIN-3(STR-17)
91.76
Harnett _County
5.80
4.85
3.68
0 00:05:00
DEV-07
0.47
BASIN-2(STR-14)
91.04
Harnett _County
5.80
4.77
3.37
0 00:05:00
DEV-08
0.25
4AI
94.40
Harnett County
5.80
5.14
1.85
0 00:05:00
DEV-09
0.08
6-AI
77.60
Harnett _County
5.80
3.36
3.41
0 00:05:00
DEV-10
0.12
8 AI
96.80
Harnett _County
5.80
5.42
3.87
0 00:05:00
DEV-11
0.15
9AI
97.04
Harnett _County
5.80
5.45
1.16
0 00:05:00
DEV-12
0.17
11AI
96.32
Harnett _County
5.80
5.36
1.30
0 00:05:00
DEV-13
0.12
12 At
97.76
Harnett -County
5.80
5.53
3.88
0 00:05:00
DEV-14
0.20
BASIN-4
75.44
Harnett _County
5.80
3.15
3.99
0 00:05:00
DEV-15
0.42
OUTFALL-5
74.48
Harnett _County
5.80
3.06
1.40
0 00:20:38
DEV-16
0.10
OUTFALL-5
72.70
Harnett _County
5.80
2.89
1 3.47
0 00:05:00
MAY 30 Z014
SPO% A ER QUAL11 NG
ISSUED STAMP
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SHEET NUMBER
W
CG-201
�M/�
SHEET 6 of 85
j�

1 1 2 1 3
El
19
c
11
m
STORM PRDFILE A
350
350
345
345
340
-------
340
STIR 2 Al
STRIA
N: 547634.6
N: 54757.98
E: 199113470
--- -------
E: 1991138.87
TOP: 333.0
TOP: 33.25
I.E. IN (SW 329.29
335
I.E. OUT(NE): 330.00
I.E. OUT (N: 329.19
335
77177�� - -- ------ ---
10-YR HGL
- - - - - - - - - - - - - - - - -
10-YR HGL 10-YR HGL
- - - - - - - - - - - - - -
330
86 LF 15- RCP @ 0.82%
330
-
- - - - - - - - - ---
- - - - - - - - -
- - - - - - - - - - -
138 LF 18- RCP @ 0.509/6
- - ----
STR 3 HEADWALL
325
N: 547773.40
325
E: 1991122.97
I.E. IN IS): 328.50
320
f
0)
" co
0) U�
�q
0
q
m
CO m
co
4
cn m
co
m
co
W
U-
WLL
wU-
w
U- W
LL w
U-
-0+25 0+00 0+50
I -
CD
N .
a) co
vi
cn co
C6 LO
m CO
m
co m
m CO
CO') co
C co
U- w
U- W
LL w U-
1+00 1+50
0
U.1
2+00
STORM PROFILE C STORM PROFILE D
320
2+50
350
345
340
335
325
32C
U.
STORM PROFILE B
----------------- ---- -------
-- ---- ----- -- --------
---------------
------ - ---
4--
STIR 8 Al
-ffR4AI
K 547493.79
------- -- --------- -
N: 547418.49
E 1991086.75
-E:1991045.63
T)P: 332.50
---------------------
TOP- 332.50
1.:. IN (SW): 329.26
I.E. OUT (NE): 329.59
I.:. OUT (NW): 329.26-
-----------
I 10-YR HGL I
BASIN-3
=ZZIN
*R !GL---
ELEV' 331.94
- - - - - - - - -
- - -
83 LF 15- RCP
@ 0.40%
. ......... 65 LF 15' RCP @ 0.40%
N: 547538.53-1-l.
E: 1991037.93
1
----------- - - -
-I.E. IN (SQ: 329.00-4--
T-
r,-
00)
0
"t (0
10 LO Cl)
0
"t
cn Ci
cn
Ci
ClJ
Ci 04
Ci CR "i
N
q
m
of I
ce) m
m
m
c)
Cl) C)
m
M
V)
C)
ce) co
cn
m m
C) C') cl)
co
co
co
C) cn
Cl)
LL
C)
d
(9 d (D
0
UJI
W LL
Lu
L, LU
LL
w L,
w U- w
U-
w LL
.-i
-0+25 0+00
350
250
350
350
350
-- ------- -
345
�45
345
345
345
340
------
340
340
340
STR 9 Al
60LF12"HDPE
547347.75
N: E: 1991005.15
335
0
@ 0-836X
235
335
TOP: 332.55
I.E. OUT 329.40
335
335
(W): 10-YR HGL
BASIN-4
-.-.-10-YR
HGL
10-YR HGL
ELEV: 331.94
. .
. . . . . . . . . . . . .
-ELEr(.-331.83
. . . . . . . . . .
330
....
.......
z
330
j
70 LF 15" RCP @I !9%
330
330
STR 6 Al
STR 7 HEADWALL
STIR 10 iEAE)WALL
325
N: 547479.99
N: 547537.84
225
325
f: 547374.05
325
325
E: 1991014.75
E: 1991034.98
E 1990939.35
TOP: 332.25
I.E. IN (S): 329.00
I.E. 11 (E): 328.50
I.E. OUT (N): 329.50
320
220
320
320
320
00
co
cl
w
C:,
CO
cl
.(D
Lo
0
.
CO
C)
LO
.
0)
m
do
m
m
co
Ci
m
m
Cq
M
CO
M
CO
CO
b
m
co
C9
Ci
m
co
m
m
c 0
m
co
cn
co
c I
'i
cn
m
N
m
c 1)
co
m
0
(D
W
LL
m
co
Cl)
W
LL
W
LL
U.1
U-
.
(000
.
.
UU
U-
U.
W
LL
w
LL
w
LL
W
LL
w
LL
W
LL
W
U-
0+50
1+00
STORM PROFILE E
350
345
340
335
330
325
320
0
U-
1+50 1+75
- --------------
--------- - - --------
STIR 1'HEADWALL
547409.54
-
STR11AI
E 1990861.70
N: 547327.59
I.E. [N*sw): 328.50
E: 1990903.00
-7
TOP: 332.50
-7-I.E. OUT (NW): 329.40----
10-YR HGL
N
BASIN-4
--ID--YR
HGt-----
E-a3 -------------------
--------------
- -
- - - - -
- - -
- - - - -
73 LF 15- RCP @ 0.59% -----------
- - - - - - -
49LF 18"RCP .......... -�;-7'
- -
m- --------
STIR 12 Al
N: 547365.58
­4----
- ----------
1990836.60
TOP: 332.50
------ ----
I.E. IN (SE): 32837
I.E. OUT (NE): 31.8.87
0
0
LO
00
-
m 0
OD OD
0
04
u')
C)
0)
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6
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.
Cl)
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6
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(go
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W
LL
w
U- W LL
w
LL
W
LL
w
LL
Lu
LL
-0+25 0+00 0+50 1+0) -0+25 0+00 0+50 1+00 -0+25 0+00
0+50
1+00
350
345
340
335
330
325
320
( . D .
U-
1+50 1+75
KOFILE SCALES:
HA" = 20'
VY' = 5'
302014
4D QUALITy
R PE"17iING
ISSUED STAMP
C A
X'
SE L
GINS
WFSt
Lli
Uj
C,
0
0
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Ulas
0
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U? T<
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SHEET NUMBER
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SHEET 7 OF 85
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1 1 2
3
9
5
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M
0
I - I PROPOSED ELECTRIC CONDUIT
(SEE ELECTRICALPLANS FOR MORE DETAILS)
VERIFY REQ'D SPARATION BETWEEN WATER &
ELECTRIC PRIORFO CONSTRUCTION.
IROPOSED ELECTRIC
- • I - "RANSFORMER PROPOSED '� �' ' ..
- - SEE ELECTRICAL PLANS TELEPHONE
IOR MORE DETAILS) (RETAIL BLDG)
PROPOSED
TELEPHONE
ImAiW INU MANNULC '
INV IN: 321.00 L O° ._ -_-.. v F
251 LF 8" SCH 40 PVC /
K �� " PI: 0+69.41 @ 1.00
y ,
_ -
-7 - - - - - - - - - - - - - - - - - - - - -
------------------� lur_3"
PROPOSED ELECTRIC CONDUIT I r I I a 4
(SEE ELECTRICAL PLANS FOR MORE DETAILS
VERIFY REQ'D SEPARATION BETWEEN WATE, &
ELECTRIC PRIOR TO CONSTRUCTION.
FUTURE RETAIL BLDG
13,200 SF
I j
r
MH A2 (110' X 120')
I I
N: 547537.44
E: 1991064.71 F.F.E. = 334.85
TOP: 333.09
INV IN: 327.20
I
)
`1
s
v
-
INV OUT(SW): 326.26
_
CLEANOUT
INV: 328.66
C.O.
jS15D PN. Y _o"STR.)
r
, !
-�
1
p J FUTURE 2" PVC
DOMESTIC
8" GATE +
�€
FUTURE 6" D.1.
VALVE
(END""`�V
FIRE LINE i
_
I�
,
-I
)
tl
CONSTRj
i
I
1
X•
W FUTURE DOMESIC 8
1.66
FIRE BACKFLOW
4 ,
MH At
PREVENTER VALTS
(SEE HARNETT
COUNTY DETAIL: ON
p
E 1 /f !
FUTURE 2" WATER /
3MK3= U
WATER
/
N: 547312.62
"""`" a MAIN
.y SHEETS C506 &}507
METER PER
E: 1990943.86
iv
FOR MORE INFO
HARNETT COUNTY i I
-
TOP: 333.15
I i I i
( REQTS
INV IN(NE): 323.75
- _ _ _-__-_
_ _[-__-�.
INV OUT(SW): 323.65-
',.
!
u NEW FIRE
L----
HYDRANT-
--- --REQ'D�-------
•
-
I,
II
L
¢i
u C}
EXISTING POWER POLES TO
REMAIN IN -PLACE. NO
DISTURBANCES ALLOWED.
COORDINATE ALL WORK IN
UTILITY R.O.W. WITH CENTRAL
ELECTRIC DEPARTMENT.
UTIUTYPLANNOTES
1) ALL UTILITIES ARE TO BE INSTALLED RR LOCAL REQUIREMENTS
2) THE CONTRACTOR IS RESPONSIBLE F)R VERIFYING AND
FOLLOWING ALL LOCAL UTILITY INSTALLTION REQUIREMENTS. IF A
CONFLICT SHOULD ARISE BETWEEN THEDETAILS SHOWN ON
THESE PLANS AND THE LOCAL UTILITY SIECIFICATIONS, THE LOCAL
UTILITY SPECIFICATIONS SHALL GOVERP.
31 ONLY A LICENSED CONTRACTOR IS ALOWED TO INSTALL ANY
PUBLIC UTILITY SHOWN WITHIN THESE PANS.
4) THERE MUST BE A MINIMUM 24" SEPAIATION BETWEEN WATER
AND SANITARY SEWER LINES ACCORDIN3 TO HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES (HCIPU).
30, 0 34, 60,
SCALE. 1" = JO'
,Appravea tie -nl# 04PH iffif?
Construction in acouruhhce With .nose documents it.
required by the stormwater permit. North CarokA
rules th"jilre that the stprmwater system designer
Ins
ect
on, Certify
�S"1 -_ nsandspecca IrttfyGop1iance 008(ity with ft
��hthe
:.r ... r , . ;...,' ,. �.. - r - <- " stormwater t01es. (15A N C )
--' _ r-
NEW 2" WATER - - ' -
- - - _ . . -. ._ � -_.. � Date
a - 05Q �%
r ICI HARNETT METER R _
i • -� I I COUNTY REQTS
FUTURE
/� p p I I 8" GATE 2" PVC CONNECT TO
CENTENNIAL PARKWAY 131 VALVE DOMESTIC EXISTING WATER
' PROPOSED DOM:STIC I I SERVICE LINE
& FIRE BACKFLOV
(1.00'_[l/.vv '_P.UBLIC) - .. ___. ____. _ _-_._ _. -__ PREVENTER VAILTS
® (MAP 2011, PG 548) COUNTY DETAIL; ON I -
__.. SHEETS C-506 &3507 31 _.
I I 115 LF 16" STEEL
__ _ -- FOR MORE INFO
Y ( I ENCASEMENT PIPE
REQ'D FOR NEW 8" D.I.
HORIZONTAL & VERTICAL CONTROL 13l (JACK & BORE REQATER MAIN. 'D)
IRON PIPE W/JK CAP #3
N: 547,207.3516 I I CONNECT TO EXISTING 12"
E: 1, 991, 026.2002 III WATER MAIN. PROVIDE
STAINLESS STEEL TAPPING
ELEVATION: 332.41 ' i i SLEEVE & 8" GATE VALVE
(GROUND) 131 PER UTILITY REQ'TS
II
# P rmit8$V✓ /�f' - --'
r` Water
,-1 Sheet ARevision DataD1EML.e
Jr
MEDICAL OFFICE &DG WA TER USAGE CALCULA IONS
MEDICAL OFFICE &DG
SEWER USAGE CALCULATIONS
Fixture Type
Quantity
Dfu
Sub -total
Shower
0
2.0
0.0
Sink -
3
2.0
6.0
Elea Water Cooler
0.5
1.0
Mop sink
1 : ;,-:
2.0
2.0
Lavatory
2$ -
1.0
28.0
Urinal
2,
2.0
4.0
Water Closet
.9 ''
4.0
36.0
Fixtures
Fixture Type Quantity SFU
Sub -total
Cw
Sub -total
Hv
Sub -total
Hose Bibb 4 2.25
9.00
2.25
9.00
Shower 4.00
3.00
3.0)
Sink 3 „' 2.00
6.00
1.50
4.50
1.9
4:5
Elec. Water:ooler 1 " 0.25
0.25
0.25
0.25
Mop sink 1 3.00
3.00
2.25
2.25
2.9
2.5
Lavatory 28 0.07
1.96
1.50
42.00
1.5)
42.0
Urinal 2 5.00
10.00
5.00
10.00
Water Close 9 . , 10.00
90.00
10.00
90.00
Total SFU's
120.21
158.00
49.00
gpm -Lt.
48.00
56.55
28.82
m - Lv.
73.00
80.60
Pipe Setectbn
Predominan y flush tank system, Lt.
5aected Pipe 'O.D. 'LD.
Press. Loss/100 ft:
**VelocityfUsei.
Flow - qpm
Gw
•-
Hw 1'.2 _ .1.375 1.265
8.87
7.36
28.82
Predominanly flush valve system, f.v.
Cw 2 2.125 1.985
6.64
8.36
80.60
Service wate pipe
Cw Lt.
CwLv. 2 '. 2.125 1.985
5.53
7.57
73.00
Notes
Pipe material is based on type L copper with a C value of 130
" \elocity should be kept between 3 and 8 feet per second
302014
MD QUALITY
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SHEET 9 Or 85
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SANITARY SEWER PROFILE
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INV IN: 3Z/.ZU
INV OUT(SW): 326.26 �,. •"
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PROFILE SCALES:
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UTIL/TYPLAN NOTES
1) ALL UTILITIES ARE TO BE INSTALLED FR LOCAL REQUIREMENTS.
l
i 2) THE CONTRACTOR IS RESPONSIBLE F)R VERIFYING AND
FOLLOWING ALL LOCAL UTILITY INSTALLTION REQUIREMENTS. IF A
3 CONFLICT SHOULD ARISE BETWEEN THEDETAILS SHOWN ON
THESE PLANS AND THE LOCAL UTILITY S'ECIFICATIONS, THE LOCAL
`"' ipi
I UTILITY SPECIFICATIONS SHALL GOVERP.
11 I 3 i 1 PUBLIC A LICENSED
I' SHOWN WITRAC TOR IS ALOWPANSED TO INSTALL ANY
( 4) THERE MUST BE A MINIMUM 24" SEPAIATION BETWEEN WATER
AND SANITARY SEWER LINES ACCORDIN3 TO HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES (HCD'U).
334 u, /.II
45
35
30
25
20
18
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
(approved SWr'j,0"taa P e.+i11t w0owmefft
Construction accordance with these docurnsn{s is
required by the stormwater permit. North Carolina
rules requin, that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
siormwater rules. (i 5A NCAC 2H .1008 ( ) )
Permit bj'6Date /
' {� &• &C Division of
Sheet # Revision Date p MLR
302014
ND qUALiTY
:R PERMITTING
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SHEET NUMBER
CU-102
SHEET 10 of 85

1
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EROSION CONTROL SITE NARRATIVE
EXISTING LAND USE: THE SITE IS LOCATED AT THE NORTHWEST CORNER OF NC
HW 24-87 AND CENTENNIAL PARKWAY. IT IS BOUNDED FROM THE NORTH3Y AN
EXISTING GAS STATION AND SOUTH BY CENTENNIAL PARKWAY. IT IS BOUNDED
FRCM THE SOUTH BY NC HWY 24-87. THERE ARE EXISTING WELLS AND AN
AB/NDONED SEPTIC TANK. THE PRE -DEVELOPED SITE DRAINS IN TWO DIFERENT
DIRECTIONS. THE PRIMARY BASIN DRAINS TO NC HWY 24-87 TO AN EXISTIIG
CATCH BASIN WHILE THE REMAINDER DRAINS TO THE NORTH INTO AN EXISTING
WOODED AREA. RUNOFF FROM THIS SITE DRAINS TO THE NORTH TO LITTLE
BRIDGE BRANCH AND TO THE SOUTH VIA STORM SEWER TO RICE PATCH BRANCH.
PRCPOSED SITE DESCRIPTION: THE PROPOSED PROJECT CONSISTS
OF -HE CONSTRUCTION OF A MEDICAL OFFICE/PHARMACY (12,500 SF) FACILITY
ANC A FUTURE (13,200 SF) RETAIL BUILDING. THIS DEVELOPMENT CONSIS-S OF
NEV BUILDINGS, SIDEWALKS, ASPHALT PARKING AREAS, STORM SEWER
INFFASTRUCTURE, UTILITY MAIN EXTENSIONS, AND NEW STORM WATER
INFLTRATION BASINS.
SEQUENCE OF MAJOR ACTIVITIES:
1. SUBMIT AND OBTAIN APPROVAL FIRST FROM HARNETT COUNTY, FT. BRUGG,
ANC THEN NC DENR LAND QUALITY SECTION.
2. TVO WEEKS PRIOR TO CONSTRUCTION A NOTICE OF INTENT WILL
BE PREPARED AND SUBMITTED WITH THE EROSION CONTROL PLANS
AN[ DISCHARGE MONITORING REQUIREMENTS TO THE NORTH
CAFOLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
(NC)ENR), DIVISION OF LAND RESOURCES. THE NOTICE OF INTENT IS
TO DE SENT'RETURN RECEIPT CERTIFIED MAIL.'
3. TEMPORARY CONSTRUCTION EXIT WILL BE INSTALLED TO
PREVENT THE TRANSPORT OF SEDIMENT FROM THE SITE BY VEHICULAR IRAFFIC.
4. TREES OUTSIDE THE CLEARING LIMITS WILL BE PROTECTED BY
INS-ALLING AND MAINTAINING TREE SAVE FENCING OR OTHER
APFROPRIATE MARKINGS.
5. INTIAL EROSION CONTROL SEDIMENT BARRIERS (SILT FENCE)
WIL BE INSTALLED ALONG THE CLEARING LIMITS. A SECONDARY
SEGMENT BARRIER (SILT FENCE) WILL BE INSTALLED ALONG THE
CLEARING LIMITS UPSTREAM OF ANY STATE WATERS OR WETLANDS.
AN UNDISTURBED NATURAL BUFFER OF 25 FEET MEASURED FROM
THESTREAM BANKS WILL BE RETAINED ADJACENT TO ANY STATE
WA -ER (UNLESS A SPECIFIC VARIANCE HAS BEEN OBTAINED).
6. INTIAL TEMP. SEDIMENT BASIN #1 AND #2 CLEARING, CONSTRUCTION, AID
STP31LIZATION ALONG WITH ANY REQUIRED OUTLET STABILIZATION AND
ERCSION BLANKETS.
7. DVERSION SWALE #1, CLEARING, CONSTRUCTION, AND STABILIZATION. ALL
RUNOFF WILL BE DIRECTED TO SEDIMENT BASINS.
8. STE CLEARING AND GRUBBING
9. EEMOLITION OF EXISTING UTILITIES, ROADS, RAILROAD, AND UTILITY POLES.
10. NITIAL SITE GRADING. GUIDELINES FOR CONTROLLING
ERCSION DURING THIS PORTION OF CONSTRUCTION ARE INCLUDED IN
THENOTES FOR NPDES GENERAL PERMIT SWA30000.
TOFSOIL AND SUBSOIL WILL BE STRIPPED AND
ST(CKPILED DURING ROADWAY AND SITE ROUGH GRADING.
10. DURING INITIAL SITE GRADING TEMPORARY SEDIMENT TRAP NO. 1 WILI BE
REMOVED/MODIFIED AS REQUIRED TO CONSTRUCT INFILTRATION BASIN-20NCE
THESITE IS GRADED AND STORM STRUCTURES/PIPES HAVE BEEN INSTALLED.
11. -HE STORM WATER STRUCTURES AND PIPES WILL BE INSTALLED DURNG
GR/DING. ONCE THE STRUCTURES AND PIPES ARE INSTALLED AND THE STE
REACHES THE PROPER GRADE, SEDIMENT TRAPS 1 AND 2 WILL BE CLEANED OUT
AN[ STARTING TO CONVERT TO INFILTRATION BASINS. DURING THE GRADING OF
THESITE, THE INSTALLATION OF THE EXCAVATED INLET SEDIMENT TRAP! WILL
BE FROVIDED AT THE APPROPRIATE STORM WATER INLET STRUCTURES. E.OTH
SEGMENT TRAPS WILL BE CONVERTED TO INFILTRATION BASINS ONCE SI-E
GR/DING ACTIVITIES HAVE BEEN COMPLETED AND PARKING LOT STABILIZATION
HAlrBEEN COMPLETED. EROSION WILL BE CONTROLLED AT THE STORM VATER
OUtETS BY INSTALLATION OF STORM DRAIN OUTLET PROTECTION. ALL OTHER
STCRM STRUCTURES WILL HAVE INLET PROTECTION INSTALLED ALSO AT -HIS
TIML
12. tOADWAY PAVING.
13. IOUNDATION AND BUILDING CONSTRUCTION.
14. IINAL GRADING, LANDSCAPING, AND PERMANENT VEGETATIVE
STA31LIZATION AND PARKING LOT PAVEMENT.
15. CLEANING OF STORM DRAINS
16.:INAL STABILIZATION AND SEEDING.
17. EEMOVE TEMPORARY EROSION CONTROLS. SEDIMENT TRAPS WILL BE
DE -MUCKED AND CONVERTED TO INFILTRATION BASINS. INSTALLATION OF FINAL
LAMSCAPE PLANT MATERIALS.
18. TILE NOTICE OF TERMINATION WITH EPD.
T014L SITE ACREAGE OF THE CONTRACT PROJECT SITE: 3.45 ACRES
TOl4L SITE AREA TO BE DISTURBED: 3.45 ACRES
RECEIVING WATERS: THIS SITE DRAINS TO AN UNNAMD
TRIBUTARY OF TWO DIFFERENT STREAMS:
LITTLE BRIDGE BRANCH (REEDY'S SWAMP)
STREAM INDEX #: 18-23-29-2
CLASSIFICATION: C
RICE PATCH BRANCH
STREAM INDEX #: 18-23-29-3
CLASSIFICATION: C
WETLAND ACREAGE ONSITE: 0.00 ACRES
MAXIMUM WETLAND DISTURBED AREA: 0.00 ACRES
PROPOSED WETLAND DISTURBED AREA: 0.00 ACRES
THE EROSION AND SEDIMENTATION CONTROLS FOR THS
PROJECT SHALL BE CONSISTENT WITH AND NO LESS SYRINGENT
THAN THE BEST MANAGEMENT PRACTICES CONTAINED N THE
"EROSION AND SEDIMENT CONTROL PLANNING AND DEIGN
MANUAL" PUBLISHED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND
RESOURCES, LATEST VERSION.
TEMPORARY SEDIMENT TRAPS ARE ONLY REQUIRED TC REMAIN
IN PLACE DURING ACTIVE EARTHMOVING OPERATIONS ON THE
SITE. ONCE THE SITE EARTHWORK IS COMPLETED ANDTHE SOIL
SURFACE IS PROPERLY STABILIZED WITH MULCHING ANXOR
TEMPORARY/PERMANMENT GRASSING/SOD, THE SEDIMENT
TRAPS MAY BE REMOVED WHILE ALL OTHER MEASURE; SUCH AS
SILT FENCING AND INLET PROTECTION REMAIN FOR THI
DURATION OF THE CONSTRUCTION SCHEDULE SHOWN )N THE
EROSION CONTROL DETAIL SHEETS.
CONSTRUCTION PHASED EROSION CONTROL NOTES
PHASE
PHASE II
PHASE II CONTINUED
A. PRIOR TO THE LAND DISTURBING CONSTRUCTION,
A. THE FOLLOWING EROSION CONTROL MEASURES
12. GRASS ALL AREAS WITH SEEDING SPECIFIED ON
THE CONTRACTOR SHALL SCHEDULE A
SHALL BE IMPLEMENTED DURING THE PRELIMINAFY
THE EROSION CONTROL DETAILS SHEET.
PRE -CONSTRUCTION MEETING WITH THE AREA SITE
GRADING PHASE OF CONSTRUCTION:
DEVELOPMENT INSPECTOR.
13. FINISH FINAL GRADING FOR PAVEMENT.
1. DURING CONSTRUCTION, THE CONTRACTOR
B- THE CONTRACTOR SHALL OBSERVE THE PROJECT
SHALL MAINTAIN CAREFUL SCHEDULING ANC
14, CONTINUE INSPECTIONS AS REQUIRED -
SEQUENCE SHOWN ON THE PLANS. THE CONTRACTOR
PERFORMANCE TO ENSURE THAT LAND STRPPED
SHALL MAINTAIN CAREFUL SCHEDULING AND
OF ITS NATURAL COVER IS EXPOSED ONLY II
15. SEDIMENT SHALL NOT BE WASHED INTO INLETS.IT
PERFORMANCE TO INSURE THAT LAND STRIPPE) OF ITS
SMALL QUANTITIES AND THEREFORE LIMITED
SHALL BE REMOVED FROM THE SEDIMENT TRAPS
NATURAL COVER IS EXPOSED ONLY IN SMALL QIANTITIES.
DURATIONS, BEFORE PERMANENT EROSION
AND DISPOSED OF SO THAT IT WILL NOT ENTER
PROTECTION IS ESTABLISHED.
THE INLETS AGAIN DURING GRADING. ALL
C. THE OWNER AGREES TO PROVIDE AND MANTAIN
EROSION CONTROL MATTING SHOULD BE
OFF-STREET PARKING ON THE SUBJECT PROPEtTY DURING
2. EARTHWORK OPERATIONS IN THE VICINITY OF
INSTALLED AS SHOWN ON THE PLANS.
THE ENTIRE CONSTRUCTION PERIOD.
STREAM BUFFERS SHALL BE CAREFULLY
CONTROLLED TO AVOID DUMPING OR SLOUCHING
16. THE CONTRACTOR SHALL MAINTAIN THE
D. NO STAGING AREAS, MATERIAL STORAGE, DONCRETE
INTO THE BUFFER AREAS.
TEMPORARY SEDIMENT TRAPS UNTIL THE
WASH OUT AREAS, OR DEBRIS BURN AND BURIA. HOLES
DISTURBED AREA IS STABILIZED. THEN THE
SHALL BE LOCATED WITHIN 500 FEET OF DESIGMTED TREE
3. EROSION CONTROL DEVICES SHALL BE INSTALLED
TEMPORARY RIP -RAP SPILLWAY CAN BE REMOVED
PROTECTION AREAS.
IMMEDIATELY PRIOR TO THE GROUND
FROM THE SEDIMENT TRAP AND TRAP
DISTURBANCE. THE LOCATION OF SOME OF -HE
CONVERTED TO FINAL GRADING. GRASS ALL
E. A COPY OF THE APPROVED LAND DISTURBANCE PLAN
EROSION CONTROL DEVICES MAY HAVE TO EE
AREAS WITH SEEDING SPECIFIED ON C-506.
AND PERMIT SHALL BE PRESENT ON THE SITE A- ALL TIMES
F. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTED BY THE INSTALLATION OF EROSIONAND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,
OR CONCURRENT WITH, LAND DISTURBING ACTVITIES.
G. PRIOR TO COMMENCING LAND DISTURBING ACTIVITY,
THE LIMITS OF LAND DISTURBANCE AND ALL STEEEAM
BUFFERS SHALL BE CLEARLY AND ACCURATELY
DEMARCATED WITH STAKES, RIBBONS, OR OTHER
APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL
AUTHORIZED LAND DISTURBANCE ACTIVITY SHA-L BE
DEMARCATED FOR THE DURATION OF THE CONSTRUCTION
ACTIVITY. NO LAND DISTURBANCE SHALL OCCUE OUTSIDE
THE APPROVED LIMITS INDICATED ON THE APPFOVED
PLANS.
H. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED
CONSTRUCTION ENTRANCE/EXIT SHALL BE CONSTRUCTED
AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE OR
ONTO ANY PUBLIC ROADWAY.
I. THE FOLLOWING INITIAL EROSION CONTRCL
MEASURES SHALL BE IMPLEMENTED PRIOR TO /NY OTHER
CONSTRUCTION ACTIVITY IN THE SEQUENCE BLOW:
1. THE CONSTRUCTION EXIT, CONSISTING OFA MINIMUM
PAD SIZE OF 20 FEET BY 50 FEET WITH A MNIMUM OF
6" THICK STONE, SHALL BE PLACED AS SHOWN ON
THE PLAN. THE STONE SIZE SHOULD CONSST OF
COURSE AGGREGATE BETWEEN 1� & 34" II• DIAMETER
AND OVERLAID ON A GEOTEXTILE UNDERLNER. THE
GEOTEXTILE UNDERLINER SHALL MEET THE
REQUIREMENTS OF AASHTO M288-96, SEC -ION 7.3
SEPARATION REQUIREMENTS.
2. INSTALL SILT FENCE AT THE TOE OF ALL FLL SLOPES
10 FEET OR GREATER IN HEIGHT. THE SILTFENCE
SHALL BE PLACED IN ACCORDANCE WITH ALL
APPLICABLE STATE REQUIREMENTS. THE SILT FENCE
SHOULD BE KEPT ERECT AT ALL TIMES AND REPAIRED
WHEN REQUESTED BY THE SITE INSPECTCR OR THE
PROJECT DESIGN PROFESSIONAL OF RECORD. SILT
SHOULD BE REMOVED WHEN ACCUMULATDN
REACHES I HEIGHT OF THE BARRIER. THE FERIMETER
SILT FENCE SHOULD BE INSPECTED DAILYFOR ANY
FAILURES. ANY FAILURES OF SAID FENCING SHOULD
BE REPAIRED IMMEDIATELY.
3. INLET SEDIMENT PROTECTION MEASURES3HALL BE
INSTALLED ON ALL EXISTING STORM STRUCTURES AS
SHOWN ON THE PLAN. SEE SEPARATE DE-RILS FOR
SPECIFICS ON TYPE OF INLET PROTECTIOI
SPECIFIED.
4. RELOCATE ANY EXISTING UTILITIES NEEDED TO
CONSTRUCTION SEDIMENT BASIN.
5. CONSTRUCT ANY SPECIFIED SEDIMENT BASINS AS
SHOWN ON THE PLANS INCLUDING OUTLE- CONTROL
STRUCTURE, PIPE, AND SKIMMER.
6. CONSTRUCT DIVERSION DITCHES AND CHICK DAMS
AS INDICATED ON PLANS.
7, CLEAR AND GRUBBING CAN COMMENCE.
8. DEMOLITION OF EXISTING STRUCTURES AND PAVING
CAN START ALONG WITH ROUGH GRADING
9, TEMPORARILY SEED DISTURBED AREAS A: NEEDED.
10. COMPLETE REQUIRED INSPECTION REPOFTS.
ALTERED FROM THAT SHOWN ON THE APPROVED
PLANS.
4. IF DRAINAGE PATTERNS DURING CONSTRUCTION
ARE DIFFERENT FROM THE PROPOSED DRANAGE
PATTERNS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ACCOMPLISH EROSION
CONTROL FOR ALL DRAINAGE PATTERNS,
CREATED AT VARIOUS STAGES DURING
CONSTRUCTION. ANY DIFFICULTY IN
CONTROLLING EROSION DURING ANY PHASE OF
CONSTRUCTION SHALL BE REPORTED TO THE
DESIGN PROFESSIONAL IMMEDIATELY.
5. THE CONTRACTOR SHALL FURNISH AND MANTAIN
ALL NECESSARY BARRICADES WHILE ROADWAY
FRONTAGE IMPROVEMENTS ARE BEING MADE.
6. INSTALL ADDITIONAL SILT FENCE AT THE TO[ OF
ALL FILL SLOPES 10 FEET OR GREATER IN HEIGHT
OR WHERE NECESSARY. THE SILT FENCE SHALL
BE PLACED IN ACCORDANCE WITH ALL
APPLICABLE STATE REQUIREMENTS AND
MAINTAINED UNTIL PERMANENT GROUND CCVER
IS ESTABLISHED ON THE SLOPE. SILT SHALL3E
REMOVED WHEN ACCUMULATION REACHES
HEIGHT OF THE BARRIER. ADDITIONALLY,
DIVERSION DITCHES SHALL BE CONSTRUCTED
ALONG THE TOP OF ALL FILL SLOPES WITH TIE
USE OF TEMPORARY DOWN DRAINS TO CON-ROL
STORM WATER RUN OFF TO LOCATIONS AS
SHOWN ON THE PLANS. SEE SEPARATE DETAILS
FOR ADDITIONAL INFORMATION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE:OR
ESTABLISHING BARRIERS AT THE TOE OF SLOPES
UNDER CONSTRUCTION. THESE BARRIERS STALL
BE AS SHOWN IN THE PLANS. THESE BARRIERS
MAY BE RELOCATED AND REUSED AFTER
PERMANENT SLOPE STABILIZATION BECOMES
FULLY ESTABLISHED. AS THEY ARE RELOCA-ED,
ANY DEFECTIVE MATERIALS IN THE BARRIER
SHALL BE REPLACED. IN ADDITION, ALL DEBFIS
AND SILT AT THE PREVIOUS LOCATION SHAL BE
REMOVED.
8. COORDINATE UTILITY RELOCATION AND
INSTALLATION.
9. CONSTRUCT STORM DRAINAGE STRUCTURE AND
PIPES ALONG WITH PROPER INLET PROTECTON
AND OUTLET STABILIZATION STRUCTURES.
REMOVE EXISTING CHECK DAMS AS REQUIRED TO
ACCOMMODATE PHASE II DRAINAGE PATTEFNS.
10. IMMEDIATELY FOLLOWING INSTALLATION OF
CATCH BASINS ON SITE, CONTRACTOR SHAL
EXCAVATE INLET -SEDIMENT TRAPS IN LOCA-IONS
NOTED ON THE EROSION CONTROL PLAN.
11. DURING GRADING, ALL EROSION CONTROL
MATTING SHOULD BE INSTALLED AS SHOWNDN
THE PLANS (AT ALL SLOPES OF 3:1).
17. CONSTRUCT SIDEWALKS, PAVE SITE, INSTALL
LANDSCAPING AND PERMANENT GRASS AND
SEEDING.
18. REMOVE SEDIMENT AND EXCAVATE THE TRAP TO
THE ELEVATIONS SHOWN FOR THE PONDS. THI:
INCLUDES GRADING OUT THE FOREBAYS
(IF SPECIFIED) AS SHOWN ON THE PLANS.
19. REMOVE ALL TEMPORARY EROSION CONTROL
MEASURES AND CONTINUE INSPECTIONS UNTIL
THE SITE IS STABILIZED.
PERMANENT GROUNDCOVER SHALL BE ESTABLISHED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR LAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION.
ISSUED STAMP
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SHEET NUMBER
C E-001
,SHEET 11 of 85
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STORM WATER PJLLUTION PREVENTION PLAN NOTES
1. STORM WATER POLLUT104 PREVENTION PLAN (SWPPP) CONSTITUENTS INCLUDE:
A. APPROVED DRAWING£
B. (NOI) NOTICE OF INTENT
C. (CGP) NORTH CAROLIM NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES
D. CGP COVERAGE LETTER FROM NCDENR
E. NCDENR OR LOCAL APPROVAL OF SEDIMENT AND EROSION PLANS
F. GRADING PLANS OR STORM WATER MANAGEMENT PLANS
2. OPERATOR OF DAY TO D/Y SITE ACTIVITIES (ODSA)
A. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ODSA RESPONSIBILITIES IDENTIFIED HEREIN AND AS
IDENTIFIED IN THE CGF.
3. MAINTAIN SWPPP ON SITE
A. THE CONTRACTOR SHALL MAINTAIN THE SWPPP ON SITE AND ALL CONSTITUENTS AT ALL TINES FOR USE OF ALL THOSE
IDENTIFIED AS HAVINGRESPONSIBILITY UNDER THE SWPPP WHENEVER THEY ARE ON THE CONSTRUCTION SITE AND FOR
USE BY INSPECTING OIFICIALS.
4. SWPPP DURATION
A. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE SWPPP AS WRITTEN FROM THE COAMENCEMENT OF THE
CONSTRUCTION ACTIVTY UNTIL FINAL STABILIZATION IS COMPLETE.
5. SWPPP AREA OF COVERAGE
A. TOTAL PROJECT (LEEELIMITS) AREA 33.55 ACRES
B. TOTAL DISTURBED AREA 33.30 ACRES
C. THIS SWPPP APPLIES AND IS LIMITED TO AREAS OF CONSTRUCTION IDENTIFIED IN THE APPROVED DRAWINGS.
6. PRE CONSTRUCTION COWERENCE
A. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE & ORGANIZE AN ON -SITE
PRE -CONSTRUCTION CONFERENCE. THE CONTRACTOR SHALL ENSURE THAT ALL PERSONS -HAT WILL BE CONDUCTING
LAND DISTURBING ACTVITY ARE IN ATTENDANCE.
B. THE CONTRACTOR SHALL SUBMIT INSPECTION REPORTS AS REQUIRED BY NCDENR.
C. THE CONTRACTOR WILL PREPARE MINUTES OF THE SWPPP PRE -CONSTRUCTION CONFERENCE AND WILL PROVIDE
THOSE TO THE CONTRACTING OFFICER WITHIN 7 DAYS OF THE SWPPP PRE -CONSTRUCTION ;ONFERENCE.
7. CONTRACTOR CERTIFICA IONS (ALL PROJECTS)
A. ON BEHALF OF THE OVNER AND BEFORE ANY LAND DISTURBANCE ACTIVITIES CAN BEGIN, TIE CONTRACTOR SHALL
ENSURE THAT ALL CONTRACTORS, SUBCONTRACTORS AND OTHER PERSONS THAT WILL BE ENGAGED IN LAND
DISTURBANCE ACTIVITES SIGN A CO-PERMITTEE AND ATTEND A SWPPP PRE-CONSTRUCTIOP CONFERENCE.
B. THE CONTRACTOR SHALL INSURE THAT COPIES OF ALL CERTIFICATIONS ARE MAINTAINED OI-SITE WITH THE SWPPP
C. CONTRACTORS AND SIBCONTRACTORS ELECTING OR CONTRACTED TO BE CO-PERMITTEESSHALL SIGN A
CERTIFICATION STATEMENT AS FOLLOWS:
91
a. C.O-PERSvt4TTEE CE434F4CATlOSt.
"I CERTIFY BY MY SGNATURE BELOW THAT I PARTICIPATED IN A PRE -CONSTRUCTION COIFERENCE ONSITE OR,
WHEN ALLOWED, C-FSITE WITH THE INDIVIDUAL WHO IS RESPONSIBLE FOR THE OPERATONAL CONTROL OF THE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND I ACCEPT THE TERMS AND CONDITIONS OF SWPPP AS
REQUIRED BY THE 33ENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PERMIT NUMBER NCR
010000) ISSUED TOTHE OWNER/OPERATOR OF THE CONSTRUCTION ACTIVITY FOR WHICF I HAVE BEEN CONTRACTED
TO PERFORM CON:TRUCTION RELATED PROFESSIONAL SERVICES. FURTHER, BY MY SIGIATURE BELOW, 1 CERTIFY
UNDER PENALTY 0- LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AN7 CONDITIONS OF THE
STATE OF NORTH CAROLINA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL
CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREIARED THEREUNDER."
COMPANY NAME
PRINTED NAME OF IERSON: TITLE:
SIGNATURE:
DATE:
STREET ADDRESS:
CITY, STATE, ZIP:
PHONE: (DAY)
13. HAZARDOUS MATERIAL MANAGEMENT AND SPILL REPORTING PLAN
A. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTIOV SITE WILL BE
HANDLED PROPERLY IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER POLLUTION. ALL MATERIALS USED ON
THIS CONSTRUCTION SITE WILL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL
APPLICABLE LABEL DIRECTIONS. MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION WILL BE KEPTDN SITE FOR ANY
AND ALL APPLICABLE MATERIALS
B. IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION WILL BE UNDERTAKEN BY THE GENERAL CONTRACTOR TO
CONTAIN AND REMOVE THE SPILL=D MATERIAL. ALL HAZARDOUS MATERIALS WILL BE DISPOSED OF BYTHE
CONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER
OF SUCH PRODUCTS. AS SOON AS POSSIBLE, THE SPILL WILL BE REPORTED TO THE APPROPRIATE AGENCIES. AS
REQUIRED UNDER THE PROVISIOIS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE
UNITED STATES WILL BE PROPER.Y REPORTED. THE GENERAL CONTRACTOR WILL PREPARE A WRITTEJ RECORD OF
ANY SPILL OF PETROLEUM PRODICTS OR HAZARDOUS MATERIALS IN OWNER WITHIN 24-HOURS OF THE OCCURRENCE
OF THE SPILL. A SPILL REPORT FORM IS LOCATED IN APPENDIX F.
C. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS
DEFINED BY EPA OR THE STATE CR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED -O THE EPA
NATIONAL RESPONSE CENTER (1-300-424-8802). THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE
FOUND IN 40 CFR 302.
a. IN ORDER TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME
IN CONTACT WITH STORM WAT_R, THE FOLLOWING STEPS WILL BE IMPLEMENTED.
b. ALL MATERIALS WITH HAZARDOUS PROPERTIES WILL BE STORED IN A SECURE LOCATION, UNDER COVER, WHEN NOT
IN USE.
c. THE MINIMUM PRACTICAL QUAITITY OF ALL SUCH MATERIALS WILL BE KEPT ON THE JOB SITE AND SCHEDULED FOR
DELIVERY AS CLOSE TO TIME (F USE AS PRACTICAL.
d. A SPILL CONTROL AND CONTANMENT KIT WILL BE PROVIDED AT THE STORAGE SITE.
e. ALL OF THE PRODUCT IN A CODTAINER WILL BE USED BEFORE THE CONTAINER IS DISPOSED OF. ALLSUCH
CONTAINERS WILL BE TRIPLE FINSED, WITH WATER PRIOR TO DISPOSAL. THE RINSE WATER USED INTHESE
CONTAINERS WILL BE DISPOSED OF IN A MANNER IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS AND WILL
NOT BE ALLOWED TO MIX WITF STORM WATER DISCHARGES.
f. ALL PRODUCTS WILL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL 3RODUCT LABEL.
g. ALL PRODUCTS WILL BE USED N STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL
h. THE DISPOSAL OF EXCESS ORJSE 3D PRODUCTS WILL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE
PRODUCTS LABEL.
ALLOWABLE NON STORMNATER DISCHARGES
A. THE CONTRACTOR IS /UTHORIZED FOR THE FOLLOWING NON -STORM WATER DISCHARGES,'ROVIDED THE NON -STORM
WATER COMPONENT CF THE DISCHARGE IS IN COMPLIANCE WITH THE CGP.
a. DISCHARGES FROMFIRE FIGHTING ACTIVITIES.
b. FIRE HYDRANT FLU;HINGS.
c. WATER USED TO W/SH VEHICLES WHERE DETERGENTS ARE NOT USED.
d. WATER USED TO CCNITROL DUST IN ACCORDANCE WITH THE CGP.
e. POTABLE WATER IN'LUDING UNCONTAMINATED WATER LINE FLUSHINGS.
f. ROUTINE EXTERNAL BUILDING WASH DOWN THAT DOES NOT USE DETERGENTS.
g. PAVEMENT WASH WATERS WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED AND
WHERE DETERGEN-S ARE NOT USED.
h. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE.
i. UNCONTAMINATED3ROUND WATER OR SPRING WATER
j. FOUNDATION OR F(DTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS
SOLVENTS.
k. UNCONTAMINATED EXCAVATION DEWATERING.
9. CONSTRUCTION WASTE MATERIALS
A. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF ALL BUILDING/CONSTRUCTION MATERIALS OR OTHER SIMILAR
MATERIALS TO SURFACE WATERS OF THE STATE THROUGH THE USE OR ROLL -OFF CONTAINERS INTENDED FOR THE
COLLECTION OF SUCHMATERIALS. ANY OTHER MEANS SHALL BE SUBMITTED BY THE OPERATOR AS AN AMENDMENT TO
THE SWPPP AND APPROVED BY LOCAL GOVERNMENT PRIOR TO INITIATION.
10. SANITARY FACILITIES
A. ALL PERSONNEL INVOIVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AN) LOCAL SANITARY OR
SEPTIC SYSTEM REGUATIONS. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT TF= SITE THROUGHOUT THE
CONSTRUCTION PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND VILL BE SERVICED BY A
COMMERCIAL OPERAT)R.
14. BEST MANAGEMENT PRACTICE (BMR MAINTENANCE
A. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE NOT OPERATING EFFECTIVELY, THE CONTRACTOR SHA.L CONDUCT
MAINTENANCE AS SOON AS PRACTICAL AND BEFORE THE NEXT STORM EVENT.
B. IF SITE INSPECTIONS IDENTIFY A DEED, THE CONTRACTOR SHALL MODIFY BMP'S OR PROVIDE ADDITIONAL BMP'S AS
NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR FDEP'S STANDARDS. IMPLMENTATION
SHALL BE BEFORE THE NEXT STORM EVENT WHERE PRACTICAL. IF IMPLEMENTATION BEFORE THE NE)T STORM EVENT
IS IMPRACTICAL, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMP'S MUSTBE IMPLEMENTED
AS SOON AS PRACTICAL.
15. INSPECTIONS
A. RESPONSIBILITY - THE CONTRAC-OR IS RESPONSIBLE FOR ALL INSPECTIONS.
B. CONTRACTOR SHALL INSTALL A FAIN GAUGE ONSITE AND SHALL RECORD DAILY RAINFALL AMOUNTS.
C. INSPECTION INTERVALS
a. RAIN EVENT - THE CONTRACTCR SHALL INSPECT THE SIZE AND ALL BMP'S AFTER EVERY RAIN EVENTEXCEEDING 0.5
INCHES.
b. WEEKLY - AFTER CONSTRUCTION BEGINS, THE CONTRACTOR SHALL INSPECT THE SITE AND ALL BMPS AT LEAST ONCE
EVERY 7 DAYS.
c. MONTHLY - AFTER TEMPORAW STABILIZATION IS COMPLETE, THE CONTRACTOR SHALL INSPECT THE SITE AND ALL
BMP'S AT LEAST ONCE PER MCNTH.
C. INSPECTION AREAS - INSPECTIONS SHALL INCLUDE:
a. ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION ACTIVITY
b. ALL AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.
D. INSPECTOR QUALIFICATION - INSPECTORS SHALL BE:
a. A QUALIFIED INSPECTOR CERTFIED THROUGH A CONSTRUCTION SITE INSPECTOR COURSE APPROVED BY NCDENR.
b. AN INDIVIDUAL WITH REGISTRATION EQUIVALENT TO THE SWPPP PREPARER.
E. INSPECTORS SHALL INSPECT FOF:
a. EVIDENCE/POTENTIAL OF POLLUTANTS ENTERING THE STORM WATER SYSTEM.
b. PROPER OPERATION OF SEDIMENTATION AND EROSION CONTROL MEASURES BEST MANAGEMENT PRACTICES (BMP'S)
c. DISCHARGE LOCATIONS TO MEASURE EFFECTIVENESS OF EROSION CONTROL MEASURES
d. CONSTRUCTION ENTRANCES FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING
11. CONCRETE WASTE FROMCONCRETE READY -MIX TRUCKS
A. DISCHARGE OF EXCES OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRLCKS WILL TYPICALLY NOT BE
ALLOWED ON THE COISTRUCTION SITE UNLESS PROPER MEASURES ARE TAKEN TO ENSURE A SPECIFIED AREA IS
PERIODICALLY CLEANED AND ALL WASTE MATERIAL IS COMPLETELY REMOVED AT THE END OF CONSTRUCTION. PRIOR
APPROVAL MAY BE REQUIRED.
12. FUEL TANKS
A. TEMPORARY ON -SITE IUEL TANKS FOR CONSTRUCTION VEHICLES SHALL MEET ALL STATE AJD FEDERAL REGULATIONS.
TANKS SHALL HAVE APROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THEAPPLICABLE REGULATIONS.
THE TANKS SHALL BE IN SOUND CONDITION FREE OF RUST OR OTHER DAMAGE WHICH MIGH- COMPROMISE
CONTAINMENT. FUEL !TORAGE AREAS WILL MEET ALL EPA, OSHA AND OTHER REGULATORYREQUIREMENTS FOR
SIGNAGE, FIRE EXTINGASHER, ETC. HOSES, VALVES, FITTINGS, CAPS, FILLER NOZZLES, ANEASSOCIATED HARDWARE
SHALL BE MAINTAINEDIN PROPER WORKING CONDITION AT ALL TIMES.
B. A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPEDIF ABOVE GROUND OIL
STORAGE CAPACITY A- THE CONSTRUCTION SIE EXCEEDS 1,320-GALLONS. CONTAINERS WI-H A STORAGE CAPACITY OF
55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE CAPACITY. TFE GENERAL CONTRACTOR
SHALL WORK WITH THE ENGINEER TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL POLLUTION
PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS, PART 112, 40 CFR 112).
17. ACTIVITY LOG
A. THE CONTRACTOR SHALL RECORD AND MAINTAIN WITH THE SWPPP AN ACTIVITY LOG OF THE FOLLOWING:
a. START DATES OF MAJOR GRADING ACTIVITIES
b. TEMPORARY CEASE DATES OF PORTIONS OF THE SITE WHERE CONSTRUCTION HAS STOPPED FOR MORE TH/N 14
DAYS.
c. START DATES WHEN STABILIZATION MEASURES ARE INITIATED.
18. RECORDS
A. AFTER RECEIVING FINAL APPROVAL AND AFTER FINAL STABILIZATION IS COMPLETE, THE CONTRACTOR SHALL SJPPLY
THE OWNER/OPERATOR WITH ALL SWPPP DOCUMENTATION.
B. THE OWNER/OPERATOR SHALL MAINTAIN ALL SWPPP DOCUMENTATION FOR A PERIOD OF 3 YEARS FOLLOWING IINAL
STABILIZATION.
19. SWPPP AMENDMENTS
A. THE CONTRACTOR SHALL AMEND THE SWPPP IN ACCORDANCE WITH THE REQUIREMENTS OF THE CGP WHEN:
a. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE AT THE CONSTRUCTION SITE THAT
WILL CAUSE OR HAVE THE POTENTIAL -O CAUSE OR CONTRIBUTE TO VIOLATIONS TO FDEP'S WATER QUALITA
STANDARDS.
b. INSPECTIONS BY SITE OR REGULATORY STAFF DETERMINE THAT THE SWPPP IS INEFFECTIVE.
c. INSPECTIONS REQUIRED MODIFIED OR ADDITIONAL BMP'S.
d. ALL SWPPP AMENDMENTS MUST BE IAVI THE CGP AND COMPLETE WITH 7 CALENDAR DAYS OF INSPECTION.
B. ALL AMENDMENTS TO THE SWPPP MUST EE ACKNOWLEDGED BY CONTRACTORS AND SUBCONTRACTORS.
20. ADDITIONAL SWPPPS
A. FOR ANY STORM DRAINAGE OR OTHER DISCHARGE NOT SPECIFICALLY INCLUDED IN THIS SWPPP, THE CONTRACTOR
SHALL PREPARE, SUBMIT AND OBTAIN APPROVAL FOR A SEPARATE SWPPP TO COVER THE PROPOSED ACTIVITYPRIOR
TO ENGAGING IN THE PROPOSED ACTIVIT'. THESE ACTIVITIES MAY INCLUDE BUT ARE NOT LIMITED TO DEDICATED
ASPHALT PLANTS, DEDICATED CONCRETE PLANTS, ETC.
B. THE CONTRACTOR SHALL ENSURE THAT ANY ADDITIONAL SWPPP'S DO NOT COMPROMISE OTHER RELATED SWFPP'S FOR
THE PROJECT.
21. INDUSTRIAL DISCHARGES
A. THIS SWPPP DOES NOT IN ANY WAY AUTHORIZE STORMWATER DISCHARGES FROM INDUSTRIAL ACTIVITY.
22. NOTICE OF TERMINATION (NOT)
A. WITHIN 30 DAYS OF ACHIEVING FINAL STABILIZATION OF THE ENTIRE SITE, THE CONTRACTOR SHALL SUBMIT A PDTICE OF
TERMINATION LAW THE CGP REQUIREMENTS. FINAL STABILIZATION IS DEFINED AS A MINIMUM OF 70% PERMANEPT COVER
ON 100% OF THE SITE.
16. INSPECTION REPORTS
A. WEEKLY INSPECTION REPORTS - THE CONTRACTOR SHALL DOCUMENT ALL INSPECTIONS WITH A REPORT.
a. WEEKLY INSPECTION REPORT:ONTENTS -
INSPECTION DATE
INSPECTOR NAME
INSPECTOR TITLE
INSPECTOR QUALIFICATION
WEATHER INFORMATION SLICE LAST INSPECTION OR SINCE CONSTRUCTION ACTIVITY STARTED:
o ESTIMATED START TIME (F EACH STORM EVENT
o ESTIMATED DURATION OF EACH STORM EVENT
o ESTIMATED RAINFALL AM)UNT IN INCHES OF EACH STORM EVENT
o DESCRIPTION OF DISCHARGES KNOWN TO OCCUR
DESCRIPTION OF DISCHARGES OCCURRING AT TIME OF INSPECTION
LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE
LOCATION(S) OF BMP'S THAF NEED MAINTENANCE
LOCATION(S) OF BMP'S THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A'ARTICULAR
LOCATION.
LOCATION(S) WHERE ADDITIONAL BMP'S ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPETION.
CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE SWPPP NECESSARY AND IMPLEMENTATION
DATES.
B. MONTHLY SITE INSPECTION REPCRT
a. MONTHLY SITE INSPECTION REPORT CONTENTS -
SUMMARY OF WEEKLY INSF_CTION REPORTS FOR THE MONTH.
LISTING ALL DEFICIENCIES VITH:
o DATE OF DISCOVERY
o NAME, ADDRESS, TELEPFDNE NUMBER OF PARTY RESPONSIBLE FOR CORRECTIVE ACTION
o STATEMENT WHETHER TFIS DEFICIENCY WAS PREVIOUSLY LISTED IN A MONTHLY REPORT
o LISTING OF CORRECTIVE ACTIONS TAKEN WITH DATE.
o STATEMENT ON WHETHEt SWPPP WAS UPDATED TO DEAL WITH DEFICIENCIES
o COPY OF EACH INSPECTION REPORT CONDUCTED THAT MONTH AS AN APPENDIX.
o CO-PERMITTEE AND NON CO-PERMITTEE CERTIFICATIONS AS APPENDICES (ONE ORIGINAL ANDONE COPY)
THE CONTRACTOR SHALL PREPARE AND SUBMIT MONTHLY REPORTS (ORIGINAL & ONE COPY) TO:DEP AND, IF
APPLICABLE, THE APPROPRATE MS4 ON OR BEFORE THE 28TH DAY OF THE MONTH FOLLOWING TiE REPORTING
PERIOD.
THE CONTRACTOR SHALL SJBMIT THE FIRST MONTHLY REPORT TO DHEC AFTER CONSTRUCTION BEGINS ON THE
FACILITY AND SHALL INCLUIE THE ORIGINAL AND ONE COPY OF ALL CO-PERMITTEE AND NON-CO�ERMITTEE
CERTIFICATIONS.
THE CONTRACTOR SHALL RCLUDE IN SUBSEQUENT MONTHLY REPORTS ADDED CO-PERMITTEE CERTIFICATIONS
SINCE THE FIRST MONTHLYREPORT.
THE CONTRACTOR MAY ES-ABLISH ELECTRONIC METHODS OF MONTHLY REPORTING WITH FDEP AS APPROVED BY
FDEP ON A CASE BY CASE EASIS.
UNTIL CONSTRUCTION STATTS, THE CONTRACTOR SHALL REPORT THAT CONSTRUCTION ACTIVIT' HAS NOT
STARTED.
THE CONTRACTOR SHALL SIBMIT MONTHLY REPORTS UNTIL THE NOTICE OF TERMINATION IS SUEMITTED TO FDEP.
C. INSPECTION REPORT RECORDS
a. ALL INSPECTION REPORTS SH/LL BE ADDED TO THE SWPPP AND MAINTAINED IN ACCORDANCE WITHRECORD REQUIREMENTS.
b. ONCE A DEFINABLE AREA HAS SEEN FINALLY STABILIZED, THE CONTRACTOR SHALL MARK THIS ON THE SWPPP AND NO
FURTHER SWPPP OR INSPECTDN REQUIREMENTS APPLY TO THAT PART OF THE SITE.
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SHEET NUMBER
C E-002
SHEET 12 DP 85

1
2 1 3
5
DEWATERING NOTES
1. THE DESIGN, ADEQUACY AND OPEP.ATION OF ANY AND ALL DEWATERING ACTIVITIES IS THE SOLE RESP04SIBILITY OF THE
CONTRACTOR.
2. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES, RIGHTS OF WAYS, NATURAL AREAS AND EXISTING UTILITY
SYSTEMS FROM EROSION AND SECIMENTATION ASSOCIATED WITH DEWATERING ACTIVITIES.
3. DEWATERING DISCHARGES SHALLNLWAYS BE DIRECTED THROUGH SUITABLE BEST MANAGEMENT PRACTICE (BMP) SUCH
AS SEDIMENT TRAPPING DEWATERNG BAG.
STANDARD NOTES
D 1. FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE
COMPLETED WITHIN SEVEN (7) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIICS, SWALES,
DITCHES, PERIMETER SLOPES, AN[ ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND=OURTEEN DAYS
(14) AS TO ALL OTHER DISTURBED )R GRADED AREAS ON THE PROJECT SITE.
A. WHERE STABILIZATION BY TFE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND C04DITIONS
STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL.
B. WHERE CONSTRUCTION ACTVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTI-DISTURBING
ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HA/E TO BE INITIATED
ON THAT PORTION OF THE SI-E.
2. ALL SEDIMENT AND EROSION CON-ROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS
IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON
AS PRACTICAL OR AS REASONABL` POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTCABLE.
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL ERO:ION DURING
UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GR/SSING
IMMEDIATELY AFTER THE UTILITY IISTALLATION. FILL, COVER AND TEMPORARY SEEDING AT THE END OFEACH DAY ARE
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO FEMOVE ANY
SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
4. ALL EROSION CONTROL DEVICES 8"IALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUC-ION UNTIL THE
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. AEDITIONAL CONTROL
DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE3EDIMENTATION.
ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM
CONSTRUCTION AREAS AND THE C=NERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/:OIL FROM
PAVEMENT, AS MAY BE REQUIRED.
I 6. TEMPORARY DIVERSION BERMS ADD/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT
C WORK AREAS FROM UPSLOPE RUNDFF AND/OR TO DIVERT SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR STABLE
OUTLETS.
7. ALL WATERS OF THE STATE, INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MAR[ED IN THE FIELD. A
DOUBLE ROW OF SILT FENCE IS TCBE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MANTAINED BETWEEN
THE DISTURBED AREA AND ALL WATERS OF THE STATE. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST
ROW OF SILT FENCE AND ALL WATERS OF THE STATE.
8. LITTER, CONSTRUCTION DEBRIS, CLS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FDR IMPACT (SUCH
AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM
WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
PERMANENT STORMW.NTER MANAGEMENT MAINTENANCE PLAID
1. PRIOR TO FINAL ACCEPTANCE, MANTENANCE OF ALL PERMANENT STORMWATER MANAGEMENT STRUCTJRES IS THE
RESPONSIBILITY OF THE CONTRAQOR.
2. EXCEPT AS OTHERWISE CONTRAC-ED OR AS SPECIFIED FOR WARRANTY, MAINTENANCE OF ALL PERMAPENT STORMWATER
MANAGEMENT STRUCTURES AFTER FINAL ACCEPTANCE IS THE RESPONSIBILITY OF THE OWNER.
3. IN ADDITION TO MAINTENANCE REQUIRED DURING CONSTRUCTION AS INDICATED AND SPECIFIED ELSEWiERE, PERMANENT
STORMWATER MANAGEMENT STRLCTURE MAINTENANCE SHALL MEET THE FOLLOWING MINIMUM REQUIFEMENTS SO AS TO
PREVENT EROSION BY WIND OR PFECIPITATION:
A. VEGETATED AREAS (TURF/PLNNTING BEDS/PLANTS/TREES/SHRUBBERY)
a. ALL VEGETATED AREAS SEALL BE PROPERLY MAINTAINED BY MOWING, PRUNING, WATERING, FERTILIZING AND AS
OTHERWISE REQUIRED TC MAINTAIN FULL AND HEALTHY VEGETATION.
b. ALL PLANTING BEDS WITH MULCH SHALL BE PROPERLY MAINTAINED BY THE REPLACEMENT OF KULCH AS
OTHERWISE REQUIRED TC MAINTAIN COMPLETE COVERAGE OF THE BED(S).
c. AREAS OF PLANTS THAT DE OR SUBSIDE SHALL BE REPLACED AS NEEDED.
d. VEGETATED AREAS SHALLEF REGULARLY CLEkNEU OF LITTER, DEBRIS AND OTHER REFUSE THAT MAY POLLUTE
SURROUNDING PONDS, INRASTRUCTURE OR NATURAL AREAS.
B
e. INSPECTION AND CLEANIN3 INTERVALS SHALL MATCH MOWING INTERVALS BUT SHALL NOT EXCEED ONCE PER
MONTH.
B. PAVEMENTS/IMPERVIOUS SURFACES
a. ALL PAVEMENT DISTRESSES SUCH AS POTHOLES, CRACKING OR OTHER FAILURE SHALL BE PATCHED TO PREVENT
EROSION OF UNDERLYINGSOILS.
b. EXCESSIVE PETROLEUM PRODUCE BUILDUP OR OTHER CHEMICAL BUILDUP OR SPILL SHALL BE GLEANED TO
PREVENT MIGRATION TO 9.)RROUNDING WATER BODIES OR STORM DRAINAGE SYSTEMS.
c. PAVED AREAS SHALL BE IGULARLY CLEANED OF LITTER, DEBRIS AND OTHER REFUSE THAT MAY POLLUTE
SURROUND PONDS, INFRP3TRUCTURE OR NATURAL AREAS.
d. INSPECTION AND CLEANING INTERVALS SHALL MATCH MOWING INTERVALS BUT SHALL NOT EXCEED ONCE PER
MONTH.
C. STORM DRAINAGE STRUCTURES & PIPING
a. ALL STORM DRAINAGE STFUCTURES (CATCH BASINS, CURB INLETS, MANHOLES, FLUMES, JUNCTON BOXES, ETC..)
AND PIPING SHALL BE VISIALLY INSPECTED REGULARLY CLEANED OF LITTER, DEBRIS, SEDIMENT AND OTHER
REFUSE THAT MAY POLLU"E SURROUND PONDS, INFRASTRUCTURE OR NATURAL AREAS. INSPETION SHALL
INCLUDE BASIN OUTFALL ;TRUCTURE PIPING TO ENSURE IT IS CLEAR OF DEBRIS OR SEDIMENT AND FUNCTIONING
PROPERLY.
b. EXCESSIVE BUILDUP OF SEDIMENT OR NOTICEABLE DECREASE IN FLOW MAY INDICATE A BLOCKAGE OR PIPE
FAILURE. IN THIS CASE, INSPECT FULL LENGTHS OF PIPE RUNS FOR FAILURE OR BLOCKAGE ANDCLEAN OR REPAIR
ACCORDINGLY.
G. INSPECTION AND CLEANIN3 INTERVALS SHALL NOT EXCEED ONCE PER YEAR.
D. SLOPES
a. SLOPES OR BANKS SHALL3E INSPECTED, MAINTAINED AND REPAIRED AS NOTED FOR THE SURFACE TYPE NOTED
ABOVE.
E. INFILTRATION BASINS
a. OUTLET STRUCTURES AN[ PIES SHALL BE KEPT CLEAN, FREE FROM OBSTRUCTIONS AND IN GOOD WORKING
ORDER AT ALL TIMES.
b. REMOVE ALL LITTER AND DEBRIS AND OTHER REFUSE THAT MAY POLLUTE SURROUNDING PONDS,
INFRASTRUCTURE, OR NA-URAL AREAS OR THAT MAY PREVENT OUTLET STRUCTURES FROM FUNCTIONING
PROPERLY.
c. MAINTAIN INFILTRATION BASIN PERIMETERS, INCLUDING SIDE SLOPES, BERMS AND SURROUNDIG AREAS AS
A
SPECIFIED ABOVE FOR VEGETATED AREAS AND PAVEMENTS.
d. MAINTAIN BOTTOMS IN KEEPING WITH THE SAND MATERIAL SPECIFIED FOR THE INFILTRATION B/SIN BOTTOMS.
e. REMOVE SEDIMENT BUILDIPS FORM INFILTRATION BASIN BOTTOMS AS NECESSARY.
f. INSPECTION AND CLEANING INTERVALS SHALL NOT EXCEED ONCE PER MONTH.
F. DISCHARGE POINTS & ENERGY DISSIPATERS
a. VEGETATED DISCHARGE LDCATIONS SHALL BE MAINTAINED WITH HEALTHY VEGETATION AS NOTED ABOVE FOR
TURF.
b. ENERGY DISSIPATERS SHALL BE REPAIRED WHEN NEEDED.
c. DISCHARGE POINTS AND ENERGY DISSIPATERS SHALL BE REGULARLY CLEANED OF LITTER, DEBRIS AND OTHER
REFUSE THAT MAY POLLU"E SURROUND PONDS, INFRASTRUCTURE OR NATURAL AREAS.
d. INSPECTION, CLEANING, AND REPAIR INTERVALS SHALL NOT EXCEED ONCE PER YEAR.
NCDNER LAND QUALITY SELF -INSPECTION REQUIREMENTS
1. EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTION LAND -DISTURBING ACTIVITIES LARGER THAN 1 ACRE MUST
INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING.
2. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING SEDIMENTATION CONTROL BASINS,
SEDIMENTATION TRAPS, SEDIMENTATION POADS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRANS,
ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE
FACILITIES, ENERGY DISSIPATERS, AND STABLIZATION METHODS OF OPEN CHANNELS MUST BE INSPECTED.
3. TEMPORARY OR PERMANENT GROUND COVER MUST BE PROVIDED ON EXPOSED GRADED SLOPES AND FILLS WITHN
7 CALENDAR DAYS OF THE COMPLETION OF A PHASE OF GRADING. PERMANENT GROUND COVER MUST BE PROVIDED
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (60 DAYS IN HQW ZONES), WHICHEVER TERM IS SHORTER, UPON
THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4. ACTUAL DIMENSIONS OF THE SEDIMENTATICNI CONTROL BASINS HAVE TO BE CHECKED, USUALLY WITH A TAPE
MEASURE, AND COMPARED TO THE DIMENSICNS OF THE APPROVED PLAN.
S. IF T4iE APPROVED EROSION AND SEDIMENTff`lQ d PLAN CAS S480T BE FOLLOWED, A REVISED PLA48 SBOULO SE
SUBMITTED FOR REVIEW. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF AN
EROSION OR SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
6. SELF INSPECTION REPORTS
A. A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1" IS AVAILABLE
FOR USE AT:
hftp://www.d lr.enr.state. nc.us/pages/Sedimeit%20-°/u2OSelf-Inspection°/n2020100910/New%2OSelf%2Olnspection°/u20FAQ.)df.
IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET.
B. AN ALTERNATE IS TO MAKE NOTATIONSON THE COPY OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN THAT IS KEPT ON THE FROJECT SITE. RULE 15A NCAC 04B.0131 STATES THAT "...
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWI
ON A COPY OF THE APPROVED EROSIOJ AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING MD
SIGNING AN INSPECTION REPORT THATLISTS EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE
APPROVED EROSION AND SEDIMENTATON CONTROL PLAN."
C. REPORTS ARE TO BE COMPLETED AFTER EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS COMPLETE AS FOLLOWS:
a. INSTALLATION OF PERIMETER EROSDN AND SEDIMENT CONTROL MEASURES;
b. CLEARING AND GRUBBING OF EXISTIJG GROUND COVER;
c. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
d. INSTALLATION OF STORM DRAINAGEFACILITIES;
e. COMPLETION OF CONSTRUCTION OR DEVELOPMENT;
f. ESTABLISHMENT OF PERMANENT GFRJUND COVER SUFFICIENT TO RESTRAIN EROSION.
D. THE RECORDS MUST BE MADE AVAILAB_ TO THE EROSION CONTROL INSPECTOR AT THE SITE. ANY
DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE CN
THE SITE. ANY tt LSPECTLON REPORTS EKAL.L ALSO BE MADE AVA4LABLE ON TKE StTE.
ANTICIPATED
CONSTRUCTION
SCHEDULE
2014 12015
CONSTRUCTION ACTIVITY
NCDENR LAND QUALITY SECTION
EROSION AND SEDIMENTATION CONTROL PLAN APPLICATION CHECKLIST
EROSION &SEDIMENTATION CONTROL PLAN APPLICAION CHECKLIST
THE FOLLOWING ITEMS SHALL BE INCORPORATED WIl-I RESPECT TO SPECIFIC SITE CONDITIONS, IN AN EROSION & SEDIMEPT CONTROL PLAN:
"X" DENOTES TASK HAS BEEN COMPLETED AS SHOWI ON DRAWINGS.
LOCATION INFORMATION
X PROJECT LOCATION (ROADS, STREETS, LANLVIARKS)
X NORTH ARROW AND SCALE
GENERAL SITE FEATURES (PLAN ELEMENTS)
X LEGEND: NORTH ARROW, SCALE, ETC.
X PROPERTY LINES
X EXISTING CONTOURS (TOPOGRAPHIC LINES)
X PROPOSED CONTOURS
X LIMITS OF DISTURBED AREA (PROVIDE ACRE\GE TOTAL, DELINEATE LIMITS, AND LABEL)
X PLANNED AND EXISTING BUILDING LOCATIONS AND ELEVATIONS
X PLANNED &EXISTING ROAD LOCATIONS &ELEVATIONS
X LOT AND/OR BUILDING NUMBERS
X GEOLOGIC FEATURES: ROCK OUTCROPS, SUPS, SPRINGS, WETLAND AND THEIR LIMITS, STREAMS, LAKES, PONDS DAMS, ETC.
N A EASEMENTS AND DRAINAGEWAYS
N A PROFILES OF STREETS, UTILITIES, DITCHLIN6, ETC.
X STOCKPILED TOPSOIL OR SUBSOIL LOCATIONS
IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY &ANY RELATED BORROW OR WASTE ACTIVITY, "HE RELATED
BORROW OR WASTE ACTIVITY SHALL CONSTI-UTE PART OF THE LAND -DISTURBING ACTIVITY UNLESS THE BORROWOR WASTE ACTIVITY
ISREGULATED UNDER THE MINING ACT OF 191, OR IS A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE N4NAGEMENT.
IF THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THESAME PERSON,THEY
SHALL BE CONSIDERED SEPARATE LAND-DIS"URGING ACTIVITIES AND MUST BE PERMITTED EITHER THRU THE SEDMENTATION
POLLUTION CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH THE MINING ACT.
STREAM DISTURBANCE OVER 150 LINEAR FEET MAY REQUIRE 401 WATER QUALITY CERTIFICATION VIA THE DIVISIOD OF WATER QUALITY
EROSION CONTROL MEASURES (ON PLAN)
X LEGEND
X LOCATION OF TEMPORARY MEASURES
X LOCATION OF PERMANENT MEASURES
x_ CONSTRUCTION DRAWINGS AND DETAILS FOR TEMPORARY AND PERMANENT MEASURES
X MAINTENANCE REQUIREMENTS OF MEASURES
CONTACT PERSON RESPONSIBLE FOR MAINT=NANCE
X EXISTING AND PLANNED DRAINAGE PATTERNS (INCLUDE OFF -SITE AREAS THAT DRAIN THROUGH PROJECT)
X METHOD OF DETERMINATION OF AND CALCULATIONS FOR ACREAGE OF LAND BEING DISTURBED
X SIZE AND LOCATION OF CULVERTS AND SEWERS
X SOIL INFORMATION: TYPE, SPECIAL CHARAC"ERISTICS
X SOIL INFORMATION BELOW CULVERT STORMDUTLETS
X NAME AND CLASSIFICATION OF RECEIVING WATER COURSE OR NAME OF MUNICIPAL OPERATOR (ONLY WHERE STORMWATER
DISCHARGES ARE TO OCCUR)
STORMWATER CALCULATIONS
X PRE -CONSTRUCTION RUNOFF CALCULATION: FOR EACH OUTLET FROM THE SITE (AT PEAK DISCHARGE POINTS)
X DESIGN CALCULATIONS FOR PEAK DISCHAR(ES OF RUNOFF (INCLUDING THE CONSTRUCTION PHASE &THE FINAL EUNOFF
COEFFICIENTS OF THE SITE)
X DESIGN CALCS OF CULVERTS AND STORM S5NERS
x_ DISCHARGE AND VELOCITY CALCULATIONS F)R OPEN CHANNEL AND DITCH FLOWS (EASEMENT &RIGHT-OF-WAYS)
X DESIGN CALCS OF CROSS SECTIONS AND METHOD OF STABILIZATION OF EXISTING AND PLANNED CHANNELS (INCLUDE TEMPORARY
LININGS)
X DESIGN CALCS AND CONSTRUCTION DETAILEOF ENERGY DISSIPATERS BELOW CULVERT AND STORM SEWER OUTLETS (DIAMETERS &
APRON DIMENSIONS)
X DESIGN CALCS AND DIMENSION OF SEDIMEN" BASINS
X SURFACE AREA AND SETTLING EFFICIENCY IPFORMATION FOR PROPOSED SEDIMENT TRAPS AND/OR BASINS
VEGETATIVE STABILIZATION
X AREA &ACREAGE TO BE VEGETATIVELY STAEILIZED
X METHOD OF SOIL PREPARATION
X SEED TYPE &RATES (TEMPORARY &PERMANENT)
X FERTILIZER TYPE AND RASES
X MULCH TYPE AND RATES
NOTE: PLAN SHOULD INCLUDE PROVISIONS FOR GRDUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS
(WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FCR ALL
CONSTRUCTION OR DEVELOPMENT.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
X
_ COMPLETED, SIGNED &NOTARIZED FR/O FORM
X ACCURATE APPLICATION FEE ($50.00 PER ACRE ROUNDED UP THE NEXT ACRE WITH NO CEILING AMOUNT)
X CERTIFICATE OF ASSUMED NAME, IF THE OWJER IS A PARTNERSHIP
X NAME OF REGISTERED AGENT (IF APPLICABLE)
N/A COPY OF THE MOST CURRENT DEED FOR THE SITE
NOTE: FOR THE EXPRESS PERMITTING OPTION, INQJIRE AT THE LOCAL REGIONAL OFFICE FOR AVAILABILITY.
NARRATIVE AND CONSTRUCTION SEQUENCE
CAR
X NARRATIVE DESCRIBING THE NATURE &PURPOSE OF THE CONSTRUCTION ACTIVITY
X CONSTRUCTION SEQUENCE RELATED TO EROSION AND SEDIMENT CONTROL (INCLUDING INSTALLATION OF CRITICAL MEASURES PRIOR
TO THE INITIATION OF THE LAND-DISTURBINC ACTIVITY &REMOVAL OF MEASURES AFTER AREAS THEY SERVE ARE:IERMANENTLY
STABILIZED
BID SPECIFICATIONS RELATED ONLY TO EROSION CONTROL
ISSUED STAMP
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SHEET NUMBER
CE-003
LL
SHEET 13 of 85MINIM

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2
3
5
I�.
N.T.S.
� /o" Dona ,c 1vn
JOINT SEALANT
SEE ENLARGED
DETAIL -A
c
JONT DE?,
JUNCTION BETWEEN NEW CONCRETE
AND EXISTING GRCUND DETAIL
SCALE: N.T.S
C
CONCRETE PAVEMENT
(4000 PSI)
SEE ENLARGED
JOINT SEALANT DETAIL-B
DOWEL -ONE END PAINTED
AND OILED-3l4"DIA. STEEL
BAR 16" LONG SPACED
@ IT O.C.
e
a a
tl A •
E
CONSTRUCTION JOINT DETAIL
SCALE: N.T.S
NEW CONCRETE PAVEMENT
NEW BITUMINOUS
SURFACE COURSE
(HOT PLANT MIX)
e'<
TACK COAT
JUNCTION BETWEEN NEW CONCRETE
AND NEW ASPHALT PAVEMENT DETAIL
SCALE: N.T.S.
BASE COURSE,
SUBGRADE COMPACTED
TO MIN. 95% MOD. PROCTOR
TYPICAL CONCRETE PAVING SECTION
11 SCALE N.T.S.
FOR PAVEMENT MARKINGS
SEE NOTE 1/CS100
N
'MAT
W►
TYPE SF-9.5B _
SURF. COURSE
COMPACT TO 909
AGGREGATE BASE COURSE, NCDOT
COMPACT PER AASHTO T 180
PAVEMENT AND COMPACTION REQUIREMENTS (STANDARD DUTY)
RPE SF45C FOR PAVEMENT MARKINGS
1 SURF. OUR SEE NOTE 1/CS100
COMPACT ETO 90%
N
SUBGRADE COMPACTD
TO MIN. 95% MOD. ROCTOR AGGREGATE BASE COURSE
NCDOT 520. COMPACT PER AASHTO T 180
R_EXIBLE PAVEMENT AND
rT�COMPACTION REOUIREMENTS (HEAVY DUTY)
JOINT SEALAIT
NEW CONCRE
PAVEMENT
/2" SAW CUT
/4"
BLOCKING MEDIUM
A rPICAL ENLARGED DETAIL —A
C501 SCAL: N.T.S.
ROUNDEE
6" DIA. CONC. FILED
SCH 80 GALVANIZE)
STEEL PIPE PAINTD
YELLOW
30# ROOFING FELT —
WRAPPED AROUND TOF6'
TOP OF CONCRETE
Im
PIPE (ALT. ®9"J)
JOINT SEALANT
NEW CONCRETE
PAVEMENT
GENERA_ NOTES FOR CONCRETE PAVING:
2" 1. MAY BEPLACED AS "PLAIN CONCRETE PAVEMENT" WITH NO REINFORCING
4" STEEL ORREINFORCING STEEL USED AT JOINTS.
BACKER MATERIAL 2• CONSTRUCTION JOINTS AND OTHER DETAILS SHOWN THIS SHEET SHOULD BE
3/4"" MIN. NON IN ACCORDANCE WITH GUIDELINES PROVIDED BY THE PORTLAND CEMEIIT
EXTRUDING JOINT ASSOCIATON AND THE AMERICAN CONCRETE INSTITUTE AND THEY SHCJLD BE
FILLER UTILIZED ;HOULD ANY DISCREPANCY ARISE DURING CONSTRUCTION.
j
BUILDING
TYPICAL ENLARGED DETAIL—B
C 501 SCALE: N.T.S.
SEE ENLARGED
JOINT SEALANT DETAIL -El
DOWEL -ONE END RINTED
AND OILED-314" DIP STEEL
BAR 16" LONG SPACED
@ 12" O.C.
a
314" NON EXTRUDING
DANSION JOINT DETAIL, (EJ) AS NEEDED DURING CONSTRUCTION
I_
r"
24.
BOLLARD DETAIL
C�01 SCALE N.T.S.
K�9
Fl11/1"RADIUS,
TYP.
F6"X6"-W2.9XW2.9WWF
IL: 71
12"
COLORS:
- BLUE
®BACKGROUND
LETTERING - WHITE
BORDER - WHITE
RESERVED
PARKING
REQUIRED
o .
FOR VAN
I VAN
IACCESSIBLEJJ
ACCESSIBLE
SPACES
ONLY
io GALVANIZED
METAL POST
(TYP.)
FINISHED GROUND LEVEL
(SEE LEGEND BLOW)
LEGEND:
0 CONCRETE PAVEMENT SLB, 4,000 PSI COMP./
® COMPACTED AGGREGATE IASE - CABC STONE, 95% MIN. DENSITY (MOD. PROCT.)
® COMPACTED SUBGRADE -95% MIN. DENSITY (MOD. PROCT.)
COMPACTED EARTH FILL- 90% MIN. DENSITY (MOD. PROCT.)
1 DUMPFER PAD AREA
C501 SCALE: N.T.S.
D
1 HANDICAP SIGN (R7-8)
C501 CALF: N.T.S.
IEW ASPHALT PARKING AREA
TACK COAT-
12" WIDE (MIN.)
5
0
z_
m
m
SEE ENLARGED
DETAIL-B
d
I
CONCRETE PAVEMEN
(4000 PSI)
3/4" NON EXTRUDING
JOINT FILLER NEW BUILDING NEW CONCRETE SIDEWALK
(THICKENED TO 6" AT BUILDING)
'ANSION JOINT DETAIL (ADJACENT TO BUILDING)
N.T.S.
BACK OF CURB
(W) TYP.
CONCRETE
(4000 PS4)
1/2 EXPANSION JOINT 1/2" EXPANSION JOINT--j
(NF) CONTRACTION JOINTS (TYP.)
(TYP.)
3 \STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALK
(SCALE: N.T.S.
GENERAL NOTES FOR CONCRETE SIDEWALKS:
1. NON -VEHICULAR SIDEWALKS SHALL HAVE A MINIMUM THICKNESS OF 4" THICK.
2. CONTRACTION JOINTS SHALL BE FORMED (OR SAWCUT) TCA DEPTH EQUAL TO
1/4 OF THE THICKNESS OF THE SIDEWALK AND EDGED WITH "/8" RADIUS.
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT INTERVALS NOT TO
EXCEED 120 FEET AND WHERE WALKS ABUT OTHER CONCRE E STRUCTURES,
EXCLUDING WALKS LAID PARALLEL AND ABUTTING THE CURB AND GUTTER.
4. TRANSVERSE SLOPES ON SIDEWALKS SHALL BE 1/4 " PER Fr. WHERE POSSIBLE.
5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.
ISHED TRADE
c�!
COMPACTED SUB-GRADE-
12"x6" CONCRETE EDGE
(4000 PSI)
Z4" GRADED AGREGATE BASE
DOTE:
1SE 8" WIDE CONCRETE FOR ENTIRE EDGE OF ASPHALT AREA EXCEPT
THE NEW DAWN DRIVE EDGE AS NOTED.
CONCRETE EDGE DETAIL
C501 SCALE: N.T.S.
ISSUED STAMP
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SHEET NUMBER
C-501
,SHEET 17 OF 85 ,

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3
0
C
I�
0
PLAN
�- A" -j-
a
qo
tO 14'-6" 41-05' 0" `� "
WWF 6"x6" - W4xW4 11
(4 GAGE) TYP II
o
SLOPE N
AS II 0.50% MIN.
REQ'D - - -+_- - - _ _ _ OUTFALL
1 x x x x .o
DETENTION
POND / +
INVERT ELEVATION 6" SEE EROSION CONTROL
PLAN FOR OUTLET
331.20 STABILIZATION REQ7S
P
PROFILE
POND BOTTOM
EDGE OF "V-NOTCH"
TO BE BEVELED AT 45'
3'-6"
2'-6" EDGE OF "V-NOTCH"
333.30 TO BE BEVELED AT 45"
WWF 4"x4"-W4xW4
(4 GAGE) TYP
112" THICK STEEL PLATE I. II iiu FLOW
(PAINTED WHITE) _ I II 6" fl
3000 PSI L 4 I
CONCRETE
PLATE TO BE EMBEDED
2" 1T6T0 CONCRETE (T`(P) INVERT ELEVATION
#5's @ 6" O.C.-
EACH WAY
uNa
o�
V
#5's @ 6" O.C.-
EACH WAY
18" RCP BEYOND
331.20
SEC'nON A -A I.E. O' BOX: (SEE
1 DISCHARGE FLUME DETAIL
C504 SCALE: N.T.S.
6" 1 2'-6" 1 6"
STEPS1
x
(TYF
l �
/
v
(TYP)
0
- L DRLL 2" DIAM.
15" LAP 0 HOES IN BOTTOM
(TYP) io `- ORNLET BASIN
SECTION "A" -"A"
AREA INLET (AD
C504 SCALE: N.T.S.
X-6"
USE NFENAH FOUNDRY
DUCTIG IRON, HEAVY
DUTY (PATE & FRAME
I I OR EQIIVALENT.
0
0
O O N cJ
II II �i I
NOTES:
1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIV=
STRENGTH OF 3000 PSI AT 28 DAYS (CLASS "A').
2. ALL REINFORCING SHALL BE GRADE 60 DEFORMED BARS,
AND SHALL CONFORM TO THE REQ'TS OF THE STANDAR)
SPECIFICATIONS FOR BILLET STEEL (ASTM A-15), WITH
DEFORMATIONS CONFORMING TO ASTM A-305.
1" DIAM.IOLE
DRILLEETHRU
BOTTONOF BASIN
O FOR INFILTRATION
(9-TOTA.)
0 0 9„
11BOXYy HOLE PATERN TO BE
ADJUSTEI AS NEEDED
2, 6„ TO AVOID30X
REINFORIFMENT STEEL
BOTTOM
PROVIDE LIGHT DUTY
CAST IRON FRAME AND
SOLID LID NEENAH CAT.
NO. R-1458-BD (OR EQUAL)
ORIFICE'S THRU
B FRONT OF BOX B
I(SEE SECTION'B-B') I
TOP VIEW
-TOP OF LID
1 ELEV: 332.75
ORIFICE THFU BOX
ORIFICE THRU BOX --�-
(SEE SECTION -B-B-)
#5's @ 12" O.C.-
EACH WAY
#5's@8"0
EACH WAY
NOTES
#5's @ 12" O.C.
(VERTICAL)
1 -#5 IN BETWEEN
OPENINGS
(HORIZONTAL)
STEPS "
145
%I(TYP)
00,
" STEPS TO BE LOCATED ON SOLID
WALL SIDE OF BOX. NOT ON SAME
WALL AS ORIFICE OR PIPE EXIT.
PROVIDE 24"DIAM.
6 SOLID LID
-#4 BARS @ 4"
O.C. EACH WAY
`ild
L SLOPE BOTTOII W1
15" LAP U GROUT AS NEE)ED
(TYP) Cn " TO DRAIN
4'-6-
SECTION "A" -"A"
6" TALL X 30'WIDE
INV: 331.75
1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL
DEVELOP A MINIMUM COMPRESSIVE STRENGTH
TRASH SCREEN RACK REQ'D
OF 3000 PSI IN 28 DAYS.
(1" NG:MAX. IN EACH
DIRECTION)
2. REINFORCING SHALL BE INTERMEDIATE GRADE (GRA)E 60)
DEFORMED BARS AND SHALL CONFORM TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS
ORIFICE THRI BOX
FOR BILLET STEEL CONCRETE REINFORCEMENT
6" TALL X 15"NIDE
WRS, ASTM A 45 AAIO DEFORMATIONS CQNFOROAING
INV: 330.75
TO ASTM A-305
FRONT VIEW (SECTION 'B-B')
3. STEPS ARE REQUIRED ON ALL INLET BOXES
WHEN DIMENSION FROM BOTTOM SLAB FLOW LINE
TO TOP OF TOP SLAB IS GREATER THAN 4'-0".
4. WHEN BRICK CONSTRUCTION IS USED, WALLS SHALLBE 8"
BRICK WHEN H < 5', USE 12' BRICK WHEN H > 5% WITI
112" THICK MORTAR ON BOTH SIDES.
WEIR BOX DETAIL
C504 SCALE: N.T.S.
FOR CO: 1' 0" SECTION OF PIPE
MAY BE CAST IN HEADWALL
3
C
I �I
I I
UPK� I \G
POINTS H
- - - - - - - - - - - - - - - -
F
PLAN
VARIABLE DIMENSIONS (CON(RETE
PIPE)
CU. YDS.
CONC.
INSIDE
DIA
PIPE
AREA
PIPE
OPENING
4
B
C
D
E
F
G
H
WT
gA
AREA
0.43
15"
1.23
S4,
2'-4"
3'-4 1/2"
1'-3 5 16"
1'-5"
4'-10"
2'-0"
1'-0 1 4"
1753
8.3C
0.43
18"
1.76
3'-5"
2'-4"
3'-4 1/2"
2'-0"
1'-5"
4'-10"
2'-0"
1'-0 1 4"
1753
8.3C
0.50
21
2.40
3'-b 1/2"
2'-6"
3-8
2'-3 2'-3 1/2"
1'-6"
5'-3 1/2"
2'-1 1/2"
1'-0 7 8"
2020
9.4C
0.51
24"
3.14
4'-0"
2'-9"
3'-11"
2'-7"
1'-8"
6'-11"
2'-4 112
1'-1 3 4"
2383
11.E0
0.79
30"
4.91
4'-6 1 2"
3'-1"
4'-5 1/2"
3'-1 1/2"
2'-0"
7'-1 1/2"
2'-10"
1'-3 7 8"
3182
15.10
1.00
36"
7.07
1 5'- "
S-5"
5'-0"
S-8"
2'-4"
8'-4"
3'-3 1/2"
1'-6"
4089
19.m
BAR J
BAR L
1. ALL CONCRETE SHALL BE 4000 PSI
REINF. STEEL SHALL BE 112"0 OF INTERMEDIATI
GRADE - PLACE REINF. 2 MIN. CL.
CHAMFER ALL EXPOSED EDGES 3/4"
2. REINF. CONCRETE PIPE SHALL BE
GROUTED IN PLACE
C
fi
1A
SECTION C-C
C
SJ E
L
D
TRASH SCREEN RACY
OVER(
ORIFICE THRU BOX
I.E.: 331.75
ORIFICE THRU BOX
I.E.: 330.75
BAR C
SECTION A -A
FRONT ELEVATION
�i Ir 3" CL
SECTION "B-B"
BAR D
BAR A
BAR B AT PIPE
BAR B
45°�\
TYPE 1 TYPE 2
BARS C,D,E,G,J,L 3ARS A,B
u
TYPE 4 TYPE 5
BAR F BAR K
u
TYPE
BAR H
BAR REINF DETAILS
REINF STEEL TO BE 1/2" 0 BARS
----
COMPACTED SUBGRADE
D C MINIMUM 95% STD. PROCTOR D
SIDE ELEVATION
BAR D
BAR E
BAR I
BAR D
BARS H
BAR F 2-1/2" CL
X. J
BAR G SECTION B-B
CAST IN -PLACE CONCRETE FEADWALL DETAILS
N.T.S.
SECTION D-D
ISSUED STAMP
a L =
3 94
G)
kWE S,
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SHEET NUMBER
W
C-504
SHEET 20 of 85
v,

1
2
3
0
5
C
BRASS MARKER PLATE MARKED PLATE
WITH ANCHOR
3/4" CHAMFER AT
V
EA. CORNER
1
CAST THE LETTERS "MV" IN
ONE FACE OF THE CONCRETE
MARKER AND ORIENT TOWARD
o
I
THE ROADWAY
c
ROTATE MARKER TO OTHER END
FOR BLOW -OFF
VALVENO.
B
121
4�
4" SO. PRECAST CONC.
--w
AFT.
POST (4000 P.S.I.)
PLATE WITH VALVE NUMBER,
DIRECTIONAL ARROW -POINTED
TO MARKED VALVE & DISTANCE
TO THE NEAREST FOOT.
TYPICAL VALVE MARKER DETAIL%W�
NO SCALE
NITES,
PJNT MARKER BLUE AFTER INSTALLATION
VALE
TYPICAL VALVE BOX DETAIL(W�
NO SCALE
NOTE:
AT PIPE ITERSECTIONS, MULTIPLE
VALVES, UN WIRE UP AT ONLY
ONE VALV.
SINGLE 2 AWG SOUD CORE WIR
spm
,IPAP
THRUST BLOCKING
Y
EXISTING WATER MAIN
PE PLASTIC TO PROTECT
13 BARS TAPPING SLEEVE
FIR IN w
MODEL SSTTAPPING EEVE SHALL MANUFACTUURREDEWITTHA316 RAND
O STAINLESS STEEL.
TAPPING VALVE
WITH VALVE BOX
NEW WATER MAIN
TO EDGE
PLACE EMPTY VALVE BOX AT INIEVALS WERE
VALVES DO NOT Coo R k PIACERACER MAE
IN BC"
CONCRETE PROTECTI
i FINISHED GRAI
9:V.C. 1'IPEL1Yft
TRACE, WIRE TO BE LAID GATE VALVE
UNDENEATH WATER LINE
TYPICAL TRACER WIRE INSTALL-ATION DETAIL rw
NO SCALE
11.. DLL H IN VKVE BOX TO INSERT TRACER WIRE.BPoNG UP TO INSIDE AND R0,L UP AT LEAST 6•-B' EXCESS
2. FACE TRACER WRE N VAUVE BOX AT I,000' INTERVALS OR AS NOTED ON THE PLAYS. TYPICA,.
3. D NOT SPLICE WRE WHET! BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH MRE PITH A
PASS SCREW TO THE VALVE BOX,
AI { iIT
t PIPE
BRICK SU
ON EACH SIDE T
OP PIPE
2 f'\
MIN 6*
I=1 i
TAMPED BACKFIL,
MIN 18' .�T;
PIPE NIPPLE 2' DIA MIN. 1/3 C.Y. AT 3000 P.S.L.
TYPICAL PERMANENT BI OW —OFF ASSEMBLY DET.�IL
NO SCALE
NOTE. SEE TYPICAL VALVE BD DETAIL
FOR BRICK INSTALLATION
TYPICAL TAPPING SLEEVE ANC VALVE ASSEMBLY DETAIL
NO SCALE
AS SHOWN PRECAST CONCRETE STEAMER _
EDGE pNi PLANS l PROTECTION RING CONNECTION
OF
ROAD
\ 2 1/2" HOSE
CONNECTION -
6" G.V. k BACKFILL
6" WATER C. I�. B�OX ,i i
LINE 'tiI STONE -
( (7 C.F. MIN.)
6" HYDRANT TEE 4-3/4" TIE R06 WITH BRACKETS
(SEE DETAIL)
NOTE: _
TIE HYDRANT TO MAIN LINE
W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL
TYPICAL FIRE HYDRANT NSTALLATION DETAIIl"'W
NO SCALE 6
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEI
FAIRLY DRY, THUS MAKING THE CONCRETE TEDC
SHAPE MORE EASILY FORMED WITH THE WICIST
PART (BLOCKING AREA) AGAINST UNDISTURBD '
3. NO CONCRETE SHALL COVER ANY BOLTS ORGLA
4, ALL PIPING AND ACCESSORIES TO BE WRAPFD
WITH 10 MIL. POLYETHYLENE PRIOR TO POLRINC
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHI
ON SHE THRUST BLQCK(NG SCHEDULE.
X t�"6M
v MIN.1/3 C.Y. AT 3000 '.S.L
PLAN BENDS
Go
M
18" MIN. - 10" 0 OR LESS
24" MIN. - 12" 0 OR LESS
u
U
CL
N
m
m I
CDNC. N
BLOCKING It
(SEE NOTE) '-
WEEP HOLE TO
REMAIN OPEN
.'
X
HYDRANT TE=
PLAN TEES
8" MIN
11 '
PIPE 90' BEND
i_ 45' B_END
221/2TBE_D
11/4'
BEND
TEE
I PLUG
_
I SIZE A
A I
^B
A
B
_
A
B
C
D
-(-8
4' a" 12
6
8'
_A ..�1
6'
_�-
I F
I 6`
I 6"
8"
9"
1 10"
16'
6' 1 10" 12
8" I
10-
8-
f
8"
8"
10" 1
10"
12'
18"
8" 15" 13
10"
10"
I
i
8"
8"
10"
12-1
12'
24"
____0-
10' 16 14A
.10`
_..'-._.
12"
___
6"
ti
6' I
10'
_
71"
.-
14'
14'
25"
12" t 20" 16'
12
14"
8"
1:'
8'
12'
14'
16
i6
30"
14" 22" I 18"
1 1, 4" I
16"
10'
1'
10"
14"
ib"
18" 1
18'
34'
16^ I zs= 20"
1 16"
18"
12"
I'
1Y
16'
18"
20'
1 20'
36"
TYPICAL THRUST 3LOCK DETAIL W
NO SCALE T
A
s�SPpDi'SIPPORT CARRIER PIPE IN chS
ME CARRIER PIPE � _1
STEED fA51PIPE �,�_�
-SLOEKC TO GRAN —i
2• WEEP NOTE
ELEVATION
BOLTS
C~ Pin
(SPIDER WE DETER,
SZE OF STEEL CAS?
INNER PIPE.)
SECTION "A"
PAAVEWDW (ONE OR Two i I
OR AS
TRANSITION MIND AS
REQUIRED
SFL CASING
EXIST, G STORM
ENCASEMENT AREA TO INILUOE
DUCTIL\/E- (ROAN PIPE ONLY
7 WAER
DUTY
SKIDS (4)
MIN.
f
FrYPICAL STORM SEWER CROSSING DETAIL
NO SCALE
a
f4 a
Y
iP' 1Y AS NOTED ON PLANS
��dt�EXIS_ ANPT. CUT EXIST. EHt RANG ROAD SHOULDER
-0 APO
a°:°r°Do�paPa°Aaao°Voeopa° O" MNE MEETING N.C.DO.T. SPECWTCATIDW j
°a9°oo Do6°°°D°oC° utr°aa ¢ FOR AB.C. STONE. TYPE B OR C. TO BE
�p trot od°so48oa°octl° o°°° _� //iDO4PK'IED TO IOD F YAXNW DRY OENSIIY z BACKnLL AS
INDICATED
,t Ns n'4i
NOTES: n
1. PAVEMENT SWYL BE CUT TO TRUE LINE AND
REWOVFD BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO SE PULED PITH LEAST a5' BEND
NTERFERENCE To TRAFFIC. CORPORATION
WATER LINE SERVICE UIE TO
NEW CONPACIED � L CORPORATION METER COPNECTION
PIPE 3. STA84UZED ALGRECATE TO BE SECURED FROM AN COCK-A.Y. MCDONALD OR EGALL
APPROVED QUARRY.
4. ALL PAIR ENT REPAIRS TO BE IN ACCORDANCE SERICE SADDLE - AY. MCDONALD OR EQUAL
WITH N.000.T. SPEOIDCARONS. STYL HINGED 3891 FOR 3/4'
SERICE SADDLE - A.Y. MCDONALD OR EQUAL
TRENCH WIDTH
PIPE OD. PwS IB• FOR PIPES UNDER 33, O.D. PIPE O.D. + 18' FOR PIPES UNER 33" O.D.
PPE O.O. PLUS 2e FOR PIPES OVER 33. Do.
PIPE O.D. + 24' FOR PIPES OVR 33" O.D.
MITE:
1 "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE.
45' BEND. CORPORATION COCK AND ALL LABOR INVOLVED IN
MAKING A COMPLETE SERVICE CONNECTION.
SERVICE PIPING TO BE 3/4'
ALL BRASS PNTINGS SHALL BE COMPRESSION TYPE
TYPICAL WATER SERVICE CONNECTION
TYPICAL TRENCF IN BITUMINOUS SURFACE AREAS DETAILUSING TAPPING SADDLE DETAIL �w
NO SCALE Q NO SCALE
13
LAYI NG
CONDITIONS DESCRIPTION
LiFLAT BOTTOM UNDISTURBED
EARTH TRENCH, LOOSE BACKFILL
T'PE 1
FLAT BOTTOMED UNDISTURBED EARTH
TRENCH. BACKFILL LIGHTLY
CONSOLIDATED TO CENTERLINE
\ OF PIPE.
T'PE 2
PIPE BEDDED IN 4" MININUM
JOB EXCAVATED MATERIAL.
BACKFILL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
T!PE 3
PIPE BEDDED IN SAND, GRANULAR
MATERIAL OR GRADED GRAVEL TO
THE DEPTH OF 1/8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
T'PE 4
PROJECT USE
N(T USED.
NCT USED.
ALL DUCTILE
IR01 GRAVITY
SEVER LINE.
ALL 'VC WATER
LINEAND PVC
FORCE MAIN.
ALL 'VC GRAVITY
PIPE BEDDED TO ITS CENTERLINE SEWR LINE.
NCOMPACTED GRANULAR MATERIAL
4" MIN. UNDER PIPE. COMPACTED
Ll
GRANULAR OR SAND MATERIAL TO
4"ABOVE TOP OF PIPE_(APPROX.
95% STANDARD PROCTOR,,
AASHTO T-99)
T'PE 5
TYPICAL LAYING CONDITIONS DETAIL(W
NO SCALE
11
NOTES,
1. INSTALL METER AT R/W
2. 'TWO (2)-3/4' SERVICE LINES MUST BE INSTALLED
INSIDE A 2" SLEEVE.'
3. 'TWO LINES MUST BE INSTALLED
3' SERVICE
ISIDw A
w 4, SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE..
z
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
SETTING
Of
6. SERVICE LINE SHALL BE 3' BELOW IINISHED GRADE
OF DITCHES.
7 CONDUIT MUST EXTEND PAST 'D SIDEWALK.
1'
R/W
II /.2' PVC SLEEVE W/ 3/4' CARRIER
® WATERMAIN
12' MIN
LINE
SINGLE 3/4' SERVICES
ISSUED STAMP
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SHEET NUMBER
W
C-505
D
SHEET 21 of 85

Z
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1
r
3
0
61
0
m
u
NO SCALE
PLAN VIEW
NOTE: METER TO BE ABB OR AMCO METER.
BACKFLOW PREVENTER TO BE FROM APROVED LIST
USE CONCRETE SUPPORTS ALSO FOR BY-PASS
ALL PIPE SHALL BE DUCTILE IRON ALL BACKFLOW AND METER VAULT EQUIPMENT; ETC^. c
HCDPU STANDARD VAULTS TO BE AS PER NARNETT COUNTY DEFT. OF
ICAL 4" METER
NO SCALE
JBLE CHECK ASS
LY LAYOUT DETAIL( w
20
DIM
FDI
RED
I
PROFILE
NOTE:
METER TO BE INSTALLED WITH EQUAL AMOLNTS
OF SPACE ON METER SIDE AND BYPASS SUE.
TYPICAL 6" METER 8c VAULT DETAIL / W
NO SCALE 21
ISSUED STAMP
�� O.•tTES3/''•�/ i
0y, y
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SHEET NUMBER
W
C-507
SHEET 23 OF 85

z
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cn
cn

1
e
3
0
0
c
1:3
0
IN NOMFTRAFFIC AREAS.TOP OF FRAME AND COVER SHALL BE
INSTALLED AT LEW 2 FT ABOVE FINISH GRADE OR
STANDARD MAINCLE
AT LEAST I FT ABOVE FLOOD STAGE
RING AND COVER
LAW 4 EA. %m ANCHOR BOLTS
TO BOLT FRAME TO SPACER
r USE ROPE MASTIC SEAL
rip BETWEEN FRAME AND SPACER
r MAX FOR SPACER
_
._
r-W. 94r
MANHOLE STEPS
OR 4W
it 0.C.
ECCENTFW SEE DETAIL 8-M
TAPER UNIT
JOINTS SHALL BE SEALED
WITH A RUBBER DAM
GABIETOR ROPE MASTIC SEAL
.•
- CEMENT RCM PLLJOINTS
INSIDE AND OUT
RISER LIMIT
W DA MIL -�^ f t
•A
%-.12'SLOPE
ON ALL INVERTS - BABE UNIT
EXTED BASE
BRICK 8 MORTAR INVERT
�� OVER 1� a
OV .
.. �.�
_
TYPICAL STANDARD PRECAST CONCRETE v1ANHOLE DETAIL
NO SCALE
NOTES:
1. SEE DETAIL &2E FOR TYPICAL INVERT
NOTE
1. PIFE SIZE FOR DROP TO EQUAL
INFLOW SEWER PIPE SIZE.
2. FITINGS FOR DROPS SHALL BE C-900
ORSCHE➢ULE 40 PVC.
3, SAJ-CUT OR DRILL ALL HOLES FOR
PIFE AND BOLTS.
4. DRIP -MANHOLE MANDATORY WHEN
DIFFERENTIAL BETWEEN INVERTS IS
GRATER THAN 24'.
5. SE DETAIL S-28 FOR TYPICAL INVERT
MANHOLE STEPS -•'
SEE DETAIL 9-0
-`-PLUG
FOR CAP
y'x 2' S.S. PIPE -
SUPPORTS -
�
STANLIRD MANHOLE
RING , COVER
STANDARD PRECAST MANHOLE
---' _5'-0" MIN, DIA,
TEE RUBBER BOOT
p
RUBBER BOOT GROUT $- - TYPE 316 S.S.
TO SLOPE ,a EXPANSION ANCHORS
r
90' BEND
TYPICAL INSIDE DROP MANE OLE DETAIL%S�
NO SCALE 2 5 /
NTTE:
I.MPE SIZE FOR DROP TO EQUAL. INFLOW
SEWER PIPE KM
2FITIIXiS FOR DROPS SHALL BE CYSIOR
SCHEDULE 40 PVC.
SBAW DUT OR DRILL ALL HOLES FOR PIPE AND
BOLTS.
4DRORMANHME MANDATORY WHEN STANDARD MANHOE
DIFFERENTIAL BETWEEN INVERTS IS r RING IL COVER
GREATER THAN W. /
AIEE DETAIL 5 2E FOR TYPICAL INVERT.
TYPICAL POL
NO SCALE
9 -.
ir
1M�
o
COPQ.YI.ERPOLYPROPYETE
FLA=MA I DUSTFOES MOD
I Ps4P 0RARPROVFD EQUAL.
L �RIAOOLDX Rnwm MANHOLE STNCRIRE
z
TYPICAL MANHOLE INVERT D=TAIL S
N SCALE 2
CASTNON VALVE BDR
YW CARLOIEM HUB
BLC A8DLIT 0.LIM AND CAP
V PVC VERTICAL
> I ..f SCI40 PVCVERNCAL
MMx 4' SWEEP WVE
STOP AT" ///� SCH 40 PVC
PLUG
PO NOT OLUE)
TEE BRANCH
SLOPE MIL,%
tljr
i
ANCHOR 8(LTT OETAJL
4W
VIILAICHORBOLTYWF-1
0.D.
r PRIJECRON J1 NUT PIPE
r ENDED INTO CONC. :
S EA.AR BARS VERT.
EQUALLY SPACED
,e-- #3 SNffi O
a'
NOTE:
AT THE OONTIAC'TOR$ OPTION N
SECTION A -A LIEU OF FORW42 THE tHr COMM
SAOOUE, AgWNLESE STEEL PIPE
SADDLE MAY E PROVIDED..
�Ys xrLS.8IRAPW/2Y+ LEG 1
DI PIPE
!11
MN. BEARING
Ir
I
ir
iinaw
A
cr
ra r �- -_ __ 3.
MN "i r�
3 r
1r tT
END VIEW SIDE VEW
ILi S TYPICAL AERIAL PIPE SUPPORTS DETEIL
u
ANETARYTE E IMUME WYE
WE MATERIAL FITTING FOR NEIY
B MAN) CONBTRUCFWNDR
ROMAGC! SADDLE
FOR TAP ON EMSTI G
SANITARY IIEWER MAST
TYPIC' _ SEWER SERVICE CONNECTIONDETAIL
NO SCALE
SANTARYSEWER
MAIN
mum
I FA JOINT OF DUCTILE IRCR PIPE SHALL BE CENTERED
UN09i STgBJ PPE FLR }ILL 1DPoDB1BH0E.
TYPICAL STORM SEWER CROSSING
FOR SANITARY SEWER DETAIL S
NO SCARE 31
��M��
V.�fV.Y1. V.Mi N.
HUM,
1 EA. JOINT OFDUCTILE PONPIPE SHALL BECENTERED
UNDER WATER LINE FOR ALL CROSSBNGM
TYPICAL WATER LINE CROSSING
FOR SANITARY SEWER DETAIL S
NO SCALE 3 2
A
S
ISSUED STAMP
�0
2.�0 o . 2
a $ L
WESIFP N k
a
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N
SHEET NUMBER
C-509
SHEET 25 of 85
Li
W
Y/
m

1
2
3
0
11
IN
C
Al
W
CLASS B RIP RAP
\� C
F
:::FLOW
I
FILTER IERM NC DOT 15
OR #57WASHED STONE
MAINTENANCE REDARENENTS:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AD
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
ONE—HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL REA
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIP —RAP DISPLAED
FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATLY.
AFTER ALL THE SEDIMENT —PRODUCING AREAS HAVE BEEN
PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALI
THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WIT
THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND CNER
FILTER BERM NC DOT
OR #57 WASHED ST(
�o
f
'0 0
0 00
0
,o
R7HEOAWDWALL
PLAN
USE FILTER FABRIC
UNDER ALL STONE"
(TYP.)
RIPRAP HEADWALL, 1' MIN.
HEIGHT FROM ROAD SHOULDER
CLASS B
0QIP RAP (—
UNDISTURBED
I- -VARIES, SEE PLNS—I CROSS SECTION
TEMP SEDIMENT TRAP WITH ROCK PIPE INLET PROTECTION
TST 10 SCALE N.T.S
1/4" WIRE MESH
Q.
A a
0
G
i✓
.. 1TIA
CD
O
C
O O
p
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MAXIMUM POST SnPACING 4 FT.�
12"
2'
IINI n—_—. IL2'�
IIFIldISEDIMENT ) f 611I1/CONTROL STONE WIRE MESH
\ / AVERAGE BOX
DIMENSION VARIABLE
FILTERED
WATER
SECTION A -A
MAINTENANCE REQUIREMENTS:
INSPECT INLETS AT LEAST MEEKLY AND AFTER EACH SIGNIFICANT (%INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVID:
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMEfT REMOVAL. REPLACE STONE AS NEEDED.
F HARD WARE CLOTH & GRAVEL INLET PROTECTION
C 1 SCALE: N.T.S.
GROUND
NATURAL GROUND
F•6 7r
W
z
J
} SEED/SOD ACCORDING TO
EXISTING GRADE PLANS (TYP)
IW a
0
a SIDE SLOPES SHALL
CONFORM TO GRADING
PLAN AS APPLICABLE
1 (TYP) z ` 4
3 � 1 (TYP)
PROPOSID GRADE �
MAINTENANCE REQUIREMENTS:
1. INSPECT PERMANENT DIVERSION AFTER EVERY RAINFALL DURING THE
CONSTRUCTON OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS FFOM THE
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS, AND i,AKE
TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY
CONDITION \T ALL TIMES.
2. ALL DIT(HES/RIDGES ARE TO BE DESIGNATED TO RECEIVE 7-DAY GR)UND
STABLIZATI(N.
D' DIVERSION DITCH
C 510 SCALE. N.T.S.
Pipe Outlet to Flat Area -
No Well -define) Channel
DISTURBED AREA SUMMARY
TOTAL SITE AREA = 3.45 ACRES
SITE AREA TO BE DISTURBED = 3.45 AC
POST -DEVELOPED HARD SURFACE AREA = 217 AC
POST -DEVELOPED PERVIOUS AREA TO BE PIRM.
STABILIZED = 1.28 AC
SOILS TYPES
BIIB BLANEY LOAMY SAND, 2 TO 8 PERCENT SLOPES
WfB WALKULLA SAND, 0 TO 8 PERCENT SLOPES
Notes
jV
j./•.•11I�WAj I
1. La is the length of the rprap apron.
-0 diameter but not lessthan 6'.
3. In a well-defined chanilel extend the
Plzn
•�apron up the channel banks to an
elevationLa of • abovethe maximum
tailwater depth of to tie top of the
'1•. '•�� �.������ atebank, whichever is le;s.
Filter 4. A filter blanket or filterfabric should
Secti
• AA blanket • 'installed between • . •and
soil foundation.
INSPECT RIP —RAP MAINTENANCE REQUIREMENTS:
BELOWGREATER) RAINFALL EVE4TS TO SEE IF ANY EROSION AROUND OR RIP —RAP HAS TAKEN PL!IiCE, OR IF STONES•••
. IMMEDIATELY
MAKE ALL • • REPAIRS TO PREVENT FURTHER DAMAGE.
0 s OUI LET STABILIZATION STRUCTURE
1 O SGILE:N.T.S.
GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA MERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO
PAVED STREETS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST.
MAINTENANCE REQUIREMENTS:
MAINTAIN THE GRAVEL PAIL IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
C E TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/ EXIT
(�' 1 SCALE: N.T.S.
Figure 6.17e Channel Installation aW Slope Installation; Washington State Eoleo Department
Langifudinal.1hor Terminal slope and
t.h charnel anchor t.h
Stalie imat 3' L•
F
Initial clonal Icl,eckslot
anchor herah - heck slotSMI
NOTE:
1. Check slats to be constructed per marufactarers a,weifimtions.
2. Staking or staling layout per nonfat iae s specificafio,a.
Slope surfaee shall b<srmth before
If there isaerm of iM tap of
placement for proper soil onta&.
slape,,nente "ape of the berm.
Stirnirgponern as Man, 2•
,lw _ nr in b'+eb'mn Trench
per nmrufachrera ti
ail staple at 12' imer
recwmre,data,a.
Min, 6'a,iarfap,
_.': .. .,....
— Staple overl.
mix. 5'anx,.
Do not sfrcicF NwkeK/mam,g Rightallow
ering,mnial dawn to a level arm,
turn the muMer 4' anal atrrple at 12'
the rolls to conformto orry irregularities.
inMrmis
For slopes less Hon 3H:1V. rolls
Lim, fertilize, and seed before imilatan. Planting
may be pMred w ha,rmntal Mips.
of shrubs, irem, etc slmuM accuafter installation.
Maintenance I. Inspect Rolled Erosion Control Products at lest weekly and after each
significant (1/2 inch or greater) rain fall event repai immediately.
2. Good contact with the ground must be maintained, and erosion most not
occur beneath the RECP.
3. Any areas of the RECP that me damaged or nc in close contact with the
ground shall be repaired and stapled
4. If erosion occurs due to poorly controlled dminge, the problem shall be
fixed and the eroded area protected.
5. Monitor and repair the RECP as necessar until ground cover is
established.
Construction Construction
Specifications Even if properly designed, if not properly installedRECP's will probably
not function as desired. Proper installation is impertrve. Even if properly
installed, it not properly Limed and nourished, vegeation will probably not
grow as desired. Proper seed/vegetation selection is dso imperative.
Grade the surface of installation areas so that the grond is smooth and loose.
When seeding prior to installation, follow the steps Sr seed bed preparation,
soil amendments, and seeding in Surface Stabilizatiot, 6.1. All gullies, rills,
and any other disturbed areas must be fine graded pric to installation. Spread
seed before RECP installation. (Important: Remove El large rocks, dirt clods,
stumps, roots, grass clumps, trash, and other obstructions from the soil surface
to allow for direct contact between the soil surface art the RECP)
Terminal anchor trenches are required at RECP ends ad intermittent trenches
most be constructed across channels at 25-foot intrvals. Terminal anchor
trenches should be a minimum of 12 inches in deptl and 6 inches in width,
while intermittent trenches need be only 6 inches dee.I and 6 inches wide.
Installation for Slopes— Place the RECP 2-3 feet ver the top of the slope
and into an excavated end trench measuring approximately 12 inches deep
by 6 inches wide. Pin the RECP at 1 foot intervals llong the bottom of the
trench, backfill, and compact Unroll the RECP down (or along) the slope
maintaining direct contact between the soil and the IECP. Overlap adjacent
rolls a minimum of 3 inches. Pin the RECP to the Tound using staples or
pins in a 3 foot center -to -center pattern. Less freglent stapling/pinning is
acceptable on moderate slopes.
M
MATTING BLANKETS B C51 O SCNE N.T.S.
L = THE DISTANCE SUCi THAT POINTS
A AND B ARE OF -QUAL ELEVATION
A L
SPACING BETWEEN CHECK
5'
12" OF NCDCT #5 OR #57
WASHED ST04E 11 <
1.5
AUM
CLASS BRIP-RAP
FILTER CLOTH o 0 0 0 2:7 2' MAX. AT ENTER
FLOW
MAINTENANCE REQUIREMENTS:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (-/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS OF. OTHER DEBRIS
THAT COULD CLOG
THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DISPOSITION ABOVE THE CHECK DAM AND EROSION FROM iIGH FLOWS
AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSDN OCCURS
BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS , INSTALLING A PROTECTIVE RP -RAP LINER IN
THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT LARGE FLOWS FRJM CARRYING
SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTI(N.
C D CHECK DAM
C510 SCALE: N.T.S.
ISSUED STAMP
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SHEET NUMBER
C-510
SHEET 26 OF 85
W

1
N
3
4 I 5
0
C
TOP AND BOTTOM STRAND -
SHALL BE 10 GAUGE MIN.
WIRE
�8' MAX. WITH WIRE —
6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN.
FILTER FABRIC i-
I� M INt tun Is w[ ryr
NOTES
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH MD FASTEN
ADEQUATELY TO THE WIRE AS
DIRECTED BY THE EVGINEER.
PROVIDE 5'-0" S-EEL POST OF THE
SELF -FASTENER ANGLE STEEL TYPE.
ANGLE STEEL TYPE.
FILTER FABRIC
COMPACTED
t
B C SEDIMENT SILT FENCE
S1 C 51 1 SCALE. N.T.S.
IT
A„ STEEL POST - 21-0" DEPTH
EXTENSION OF FABRIC AND
WIRE INT) TRENCH
MAINTENANCE REQUIREMENTS:
INSPECT SEDIMENT FENCES AT LAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REP -ACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TA(E
CARE TO AVOID UNDERMINNG THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRNG
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STA3ILIZED.
PS T S Fort Braes Seedine Specification
(Rv. Oclober 1013)
Apply fertilizer/Lim- at rates as determined by laboratory soil analysis of sods at the job site. In the absence of the soil analysis, apply
soil amendments at be rates indicated in steps 2 and 3.
1. Area will be tiller to 4" depth
2. Apply lime at 70 xounds per 1000 square feet, or 1.5 tons per acre
3. Apply 10-20-20 firtilizer at a rate of 850 pounds per acre or 20 pounds per 1000 square feet. The fertilzer should be either slow
time release or appled in two applications, half at time of planting and the second half after permanent sed germinates.
4. The lime and fertlizer will be worked into the top 2 to 4 inches of soil prior to seeding.
5. Seed Mix and Rae.
Permanent Seeding
"Cool Season": placed between 1 September and February 28
50 pounds per acre lenmcky 31 Tall Fescue (Festuca antndinacea )
25 pounds per acre ommon Bermuda (Cynodon dactylon), hulled
25 pounds per acre ommon Bermuda (Cynodon dactylon?, unhulled
"Warm Season": planed between 1 March and 31 August
50 pounds per acre lentucky 31 Tall Fescue (Festuca anin&nacea )
50 pounds per acre ommon Bermuda (Cynodon dactylon), hulled
Temporary Seedinl
"Cool Season": planed between 1 September and February 28
120 pounds per acre Winter Wheat (Triticwn spelta)
"Warn Season": plated between 1 March and 31 August
65 pounds per acre Berman (Setaria italica), Brown Top (Setana italics), or Fox Tail Millet (Brachiariaramosum)
For nroiects in the vicinity of Pope Army Airrneld. Mackall Army Airfield, or Simmons Army Air•fidd
Permanent Seeding
"Cool Season": planed between 1 September and February 28
50 pounds per acre ientuckv 31 Tall Fescue (Festuca arond nacea )
25 pounds per acre ommon Bermuda (Cynodon dactylon), hulled
25 pounds per acre ommon Bermuda (Cynodon dac4lon'), unhulled
"Warn Season": platted between 1 March and 31 August
50 pounds per acre bentucky 31 Tall Fescue (Festuca anlnchnacea )
50 pounds per acre ommon Bermuda (Cynodon dactylon), hulled
Temporary Seedinl
"Cool Season": planed between 1 September and February 28
50 pounds per acre Ientucky 31 Tall Fescue (Festuca anlnchnacea )
"Warm Season": phnted between 1 March and 31 August
50 pounds per acre lentucky 31 Tall Fescue (Festuca anlnLinacea )
Straw Mulch: Appi at 4,000 pounds per acre; leaving no bare spot larger than a quarter. Straw must bestabilized by either use of
emulsified asphalt otby crimping the straw into the ground
EmulsifiedAsohalt: Emulsified asphalt shall be applied at a rate heavy enough that the entire ara appears black in color;
with partict)ar attention paid to the edges of area,. crests of ridges, and banks to prevent wind danage..
Crimnine: itraw may be crimped with a mulch anchoring tool or a wheel disk with dull blades st nearly straight may be
used as a mdch anchoring tool. Crimping is not permitted on slopes steeper than 3:1.
Hydrastte": BWfroseeiftne hats only be aftooable on slopes streyer than J hartrantalto I veracmL Steps 1 ftMgn 4 mlinbe
conletedphortohydmseedirl. Hydroseedingsboo Idbeapplied inIwo applicatiom- The&Stapphc2tionwiliconsisofi3ofrm
nWlcharul 2t3 of It= seed and to sectaul applialil.at will txuois l ul'23 of ttte nu1uh and 113 of the seed. The inukItw`I i1wlude a
lackifier and willbe applied al ;tale of 2000 Pounds per aure or Ilse iriauuLLoutti's recuumrmlaliurt, wIdLIwvr1 is high.
6.EYEMPTIONS: Special Ise Areas, such 3s wetimids, rip3rbriare2s, floodplain, Generd Officer quarter; art dithistoric
district. Contact the Fort BsIgFWater Managemes Branch (WMB ) at 910-3915-2301P823 wit nseedirg these areas.
7. Uponcompletionofthe pmjct, prior to leaving the site, the Water Managemell13 chshallbe notified 10 inspect he project
Pnr Mi. Jack Wllsonat 910-302301f2823.
Note: G.S. 113A-57 No landistuibing activity subject to this Article skull be uridertalmrt except in mcodance Witt the followirg
mandatory requise me rm
(1) 1'crmancrd gmundcora for all dotub ad am as shallbc providedwithm 1>working days of 90 calerdar days (chlchcvcr is
shorter) tbllowrrig t1t: complebnof construction at development (final grade).
(2) The angle flit glided sopes and fills shallbe no greaterthtn the angle that can be retained byvegatative coverer other
adequate erosion -control. device or smsctures. Inanyevtent, slopes left exposed will, within 14 calerdar days ofcoraliltion of any
phase ofgrading,be planted orrtherwise provided withtempoary or pernarmnt gmurd cover, devices, ar structures mYxientto
restrain erosion
All perimeter dil ms, ditches, swdes, perimeter slopes or slopes steeperthan 3 hariaonell to 1 vertical (3:1) slalibe provded temporary
or permanent =biliartion wittlyound cover as soonas praeticatle but in any eves witltir17 calendard ays_
><) Groamd stabidi noon-
Site Area
Stabilization
Stabilization [low
Lkseri tion
Time Frame
Frame F:x tiomt
Perimeter dike.:.
itraic!c ditches
7 days
None:
and -dopeA
• High Quality
Water (HC)W)
7 clays
Notre
Lo1R"1
It slopes are I U or
• Slopes stocper
7 .lay.
less in lasq.Kh and we
than 3:1
not steeper than 2: 1.
11 da.-s arealimmd.
• Sbyes 3A of
7-days for slopes
ilallCr
14 days
greater than 50 feet
ngth
in leNo
• All cniteranea<sne
femcier far
with alopcs flatter 14 days
perimeters and
than 4• 1
H[)W Zones)
•'1tdeasionaoftimemod'beapprovW11%thepaimttinrrauthority
tstwl en wcathar or other rnlospecif to Qonddions that m tke compliance
tmpmAcablc." t5cction 11.13(2 X b i )
Maintrmrrr. iAtrive Fsinhlinnowd Pr ind
Maintrnaarr. nftbr srrdctt arcs shall inrtltdr pmtrrtingr.nfi�ankmrnts ant Aitrirs front mrfarr. trmicui; maintainillrmsirsn
coutml materials and awldWLotectintg ha Jailed areas flout traffic; awting;watering; and post -fertilization.
Mcninz
a. Turf Areas: Turf acm31unbealowcdtoam4trainn3-intchluigIttwhall die turf isaniminmm4indieslgh. Clippings
sltallba anlovetwhen tls amount cut prevents sunlight fan reaching the ground surface.
b. Erosion Control Aeas: Erosion control areas shall be mowed to a minimum 4 inch height when the plantsrre a
maximum 8 incaes high. Clippings shall be removed when the amount cut prevents sunlight from reacting the ground
surface.
Post -Fertilization
After the permanent grass hs been accepted, and between the dates of April 15 and October 15, apply 425 pounds c fertilizer per
acre.
Repair or Reinstall
Unsatisfactory stand of gas plants and mulch shall be repaired or reinstalled, and eroded areas shall be repaired unil a satisfactory
stand of grass results.
ISSUED STAMP
IAR(1111
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SHEET NUMBER
W
C-511
D
SHEET 27 of 85
U)

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2
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POND BASIN-1
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FOR DETE
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VISCHARG
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325
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RIP -RAP OUTFALL
_4"-.SANQ80TU`OM:._.___r»._,..,w......................_...............�._,.
r.>.,..� .,�.._.._.,._.�F.LUME._..;.
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STR3
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0+50
1+00
1+50
BASIN-1 WQv CALCULATIONS:
DRAINAGE B/.SIN AREA = 44,363 SF
IMPERVIOUS%REA = 28,158 SF
IA (%) = 63.40/ RD = 1.0"
WQv REQUIRRD = 2296 CF
WQv PROVIDED @ ELEV (331.20) = 5827 CF
POND
BASIN-3
34(
33;
331
B
32
321
0
YR HGL 331.94 _
T---
1-YR HGL: 330.95
-
a
TOP OF SAND FG 329.00 t
STIR 5 HEADWALL
-4"-SAND BOTTOM
N: 547538.53
8
STR 17 HEADWALL
-
E: 1991037.93 _,,. ....._.__ _,
IN (SE)' 329.00
..-.._... ...-......_..,...
�._».. _..,.. ..>.,..... .__.
_.._.,..,..._
N: 54758788
RIP -RAP OUTFALL
__..-
E: 199095355
FOR STR 5
`.
I.E. OUT (SW) 32950
SHWT 319.60
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2+50
BASIN-1 WQv DRAW -DOWN -IME:
DRAINAGE BASIN BOTTOM AREA =633 SF (ELEV:
328.00)
INFILTRATION RATE = 4" PER HOUR
WQv = 5827 CF
TOTAL DRAW -DOWN TIME = 1.15 FDURS
-- 1340 340
N
O
CN
CO
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LU
LL U_ W
-0+25 0+00 0+50 1+00 1+50
BASIN-3 WQv CALCULATIONS:
TiIS BASIN IS CONNECTED TO BASIN-4 VIA A 15" CONCRETE
PPE. A PORTION OF THIS INFILTRATION BASIN IS BEING
U-ILIZED FOR STORMWATER TREATMENT.
(SEE CALCULATIONS FOR BASIN-4 FOR CALCULATIONS)
335 <
- 330
325 325
20 320
1+90 -0+25
O r`
C7 O
co n
M M
LUU_
LL
Ni l
350
345
340 340
335 335
330 330
325 325
320 320
WU. WLL W
INFILTRAION BASIN HYDRAULIC GRADE LINE
BASIN NO.
1 YR
2 YR
5 YR
10 YR
25 YR
50 YR
100 YR
1
329.73
330.07
330.78
331.25
331.64
331.81
332.07
2
330.95
331.15
331.59
331.89
332.17
332.31
332.49
3
330.95
331.16
331.61
331.94
332.26
332.42
332.62
4
330.95
331.14
331.55
331.83
332.05
332.15
332.28
POND BASIN-2
1
t
STR 18 HEADWALL
------
6
}
.
i
i
N: 547561 14
1 E: 1990903 57 -
--- ----- ----
c
32 LF 18" RCP @
1.57°'"
I
._ _._. .._.. I.E. IN(NE): 329.00 _.
I
..m...-..
TOP OF POND: 334.00
..-.-.,,,.._�,,....,�•
1 )
...-.....-...�
TOP OF PO4D:I334.00
-
(
• - - �-
e f
-,ae�rltH�L-s�r4r�
- -.
'
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mYROiGL 33'r89-
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1-YR HGL: 330 95 !
__� _ -
..- - • r-..--
-
56 LF18"FRCP @ 0.89%
_�ly -
(TOP OF SAND
FG 59.00
i TOP OF SAND FG: 329.00 I
_ �. -
_
I
_ q
4 SAND �OTTOM
g¢
I
4^SANDBOTTOM- -
y ___..RIP..RAESILT
- _ -'-
-3-1-6-
Al 1
.
STR 14 HEADWALL
�`
�-
) SHWT = 318 00 $
FOR FLUPE '
N: 547433.11
------ E: 1990834.61,_�._..-
OUT
'-----------._
i"""�."-"'=----«._-----
-- -__-_ - �-- -._..__ . ----------
i
I.E. (SE): 329.00
IN
CD
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WLL
WLL
WLL
ULL
WLL WLL WLL
WLL
3+00 -W5 0+00 0+50 1+00 1+50
BASIN-2WQv CALCULATIONS:
THIS BASIN IS CONNECTED TO BASIN-4 VIA A 15" CONCRETE
PIPE. A P(RTION OF THIS INFILTRATION BASIN IS BEING
UTILIZED :OR STORMWATER TREATMENT.
(SEE CALCULATIONS FOR BASIN4 FOR CALCULATIONS)
POND BASIN-4
_-_ ..
_ - --- ----------- ----
-- - -
_- �- _�-
-
... -
70 LF y ��
15' RCP
! @ 1>9^/0.-
STIR 10 HEADWALL---- -
__..__._
N: 547374.05
E: 1990939.35
I.E. IN (E): 328.50
RI
SHW = 320.
i
s i
00
In
co
Lq
M
N
M
Cl)'
M 0 th
M
W
LL
W LL W
LL
0+50
i =
P-RAF
20�
`STR 16 WEIR BOX
547372.71
-
OUTFALL
E: 1990928.35
TOP: 332.75
ORIFICE
-----I.E.:
330.75
6" X 30" ORIFICE
d
I.E.: 331.75
I.E. OUT
e
1
V
1
CD
00
Go
M M
M
�
LL
UL
W LL
W
LL
1+00
INFILTRATION BASIN VOLUME TABLE
BASIN-1
ELEVATION
DEPTH (FT)
AREA (SF)
INCR. VOLUME (CF)
TOTALdOLUME (CF)
328
0.0
633
0
0
329
1.0
1218
926
926
330
2.0
1940
1579
2505
331
3.0
3136
1 2538
5043
332
4.0
4705
3921
8963
332.5
4.5
7272
2994
11957
BASIN-2
ELEVATION
DEPTH (FT)
AREA (SF)
INCR. VOLUME (CF)
TOTALVOLUME (CF)
329
0.0
481
0
0
330
1.0
1445
963
963
331
2.0
2490
1968
2931
332
3.0
3582
3036
5967
333
4.0
4811
4197
10163
334
4.5
6530
5671
15834
i 15qu BASIN-4 WQv CALCULA-IONS:
;V THIS BASIN TREATS RUNOFFINTO BASIN-2, 3, & 4.
TOTAL BASIN CALULATIONS:
DRAINAGE BASIN AREA = 89,165 SF
OP OF POND IMPERVIOUS AREA = 64,456 F
335 IA (%) = 71 7% RD = 1 0"
ME
335
330
325
320
LL
2+00
_ 32 LF 18" RCP @ 1.57%_
WQv REQUIRED = 5,242 CF
WQv PROVIDED
-_--- ' - -
^T
---_ -
-
BASIN-2 @ ELEV (330.75) = 2,c39 CF
�
330
BASIN-3 ELEV 330,75 = t,43 CF
BASIN-4 @ ELEV (330.75) = 2,:69 CF
TOTAL VgQv PROVIDED @ ELW (336.75) =15,121 CF
_ -
- _ - -
i
STR
7BBOTTO�M
_ __.__
15 HEADWALL
_N:547416.72
--
BASIN 4 WQv DRAW-DONN TIME:
_
E: 1990862.48
'32CJLE.
_. _
IN (Nwp 326.SoDRAINAGE
_
BASIN BOTTOM AtEA
�.__..
BASIN-2 = 481 SF (ELEV: 329.(0)
RIKRAP OUTFALL� -�
BASIN-3 = 230 SF (ELEV: 329.(0)
sTR ts�:
BASIN-4 = 349 SF (ELEV: 328.10)
320
TOTALL BOTTOM AREA = 1,00 SF
j
O D
O')
co
d
M
INFILTRATION RATE = 4" PERHOUR
o
MrNi
`°M
LULL
WQv =6,121CF
W LL
W
LL
TOTAL DRAW -DOWN TIME =1.7 HOURS
1+50
2+00 2+25
BAIIN-3
ELEVATION
DEPTH (FT)
AREA (SF)
INCR. VOLUME (CF)
TOTAL VOLUME (CF)
329
0.0
2D
0
0
330
1.0
8S
535
535
331
2.0
1514
1172
1706
332
3.0
235
1915
3621
333
4.0
445
3375
6996
BA!IN-4
ELEVATION
DEPTH (FT)
AREP (SF)
INCR. VOLUME (CF)
TOTAL VOLUME (CF)
328.5
0.0
3,9
0
0
329
0.5
63
241
241
330
1.5
11B
898
1139
331
2.5
182
1508
2646
332
3.5
3M
2559
5205
333
4.5
592
4639
1 9844
333.5
5
70.7
3252
13096
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