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INLET \
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II II II
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TOP SLAB ACCESS
SEE FRAME AND
COVER DETAIL
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
PLAN VIEW
BY:01ncd Pr AL Date: k6lo STANDARD OUTLET RISER
FLOWKIT: 43A
BY: Date:
BY: Date:
BY: Date:
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE
RING /RISERS
I 'e° `1 • a
OUTLET
SUMP
A
_j
OUTLET
96" I.D. MANHOLE
STRUCTURE
(114 ") O.D.
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES.
096" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.8 CFS. IF THE SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18"
LOW DROP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
23
1.8'
SPECIFIC FLOW RATE (gpm /sf)
2 gpm /ft2
1 gpm/ft2
2 gpm /ft2
1 gpm /ft2
2 gpm/ft2
1 gpm /ftz
CARTRIDGE FLOW RATE (gpm)
22.5
11.25
15
1 7.5
10
1 5
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
#1
WATER QUALITY FLOW RATE (cfs)
0.14 cfs
PEAK FLOW RATE (cfs)
0.14 cfs
RETURN PERIOD OF PEAK FLOW (yrs)
100
# OF CARTRIDGES REQUIRED
13
CARTRIDGE FLOW RATE
CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
5.0 gpm
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
ZPG
PIPE DATA:
I.E.
MATERIAL
DIAMETER
INLET PIPE #1
C1.3
C1.3
C1.3
INLET PIPE #2
C1.3
C1.3
C1.3
OUTLET PIPE
C1.3
C1.3
C1.3
RIM ELEVATION
C1.3
C1.3
ANTI - FLOTATION BALLAST
ANTI - FLOTATION BALLAST
WIDTH
HEIGHT
HEIGHT
NA
N/A
NA
NOTES /SPECIAL REQUIREMENTS:
' PER ENGINEER OF RECORD
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
#2
WATER QUALITY FLOW RATE (cfs)
0.14 cfs
PEAK FLOW RATE (cfs)
0.14 cfs
RETURN PERIOD OF PEAK FLOW (yrs)
100
# OF CARTRIDGES REQUIRED
13
CARTRIDGE FLOW RATE
CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
5.0 gpm
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
CSF
PIPE DATA:
I.E.
MATERIAL
DIAMETER
INLET PIPE #1
C1.3
C1.3
C1.3
INLET PIPE #2
C1.3
C1.3
C1.3
OUTLET PIPE
C1.3
C1.3
C1.3
RIM ELEVATION
C1.3
ANTI - FLOTATION BALLAST
WIDTH
LLC REPRESENTATIVE. www.contechES.com
HEIGHT
N/A
N/A
NOTES /SPECIAL REQUIREMENTS:
PER ENGINEER OF RECORD
The Slomwater Management
StormFilter®
R- 310014
ENGINEERED SOLUTIONS LLC
www.contechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
800 - 338 -1122 513 -645 -7000 513 - 645 -7993 FAX
SFMH96
STORMFILTER
STANDARD DETAIL
R -37zDa 14-°
C1.9
FLOATABLES
GENERAL
NOTES
BAFFLE
1.
CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.
DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3.
FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
- --
LLC REPRESENTATIVE. www.contechES.com
_
4.
STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5.
STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE
OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO
INLET PIPE
M306 AND BE CAST WITH THE CONTECH LOGO.
6.
FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
(
7.
SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
° a
INSTALLATION
NOTES
a
1.
ANY SUB -BASE, BACKFILL DEPTH, AND /OR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
FILTER
j z
Z _
_
SPECIFIED BY ENGINEER OF RECORD.
CARTRIDGE
o
U
F w
C9 Q
2.
CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE
FLOW KIT
JwJ
�
WU
x a
(LIFTING CLUTCHES PROVIDED).
Q=
ao
_j
Z Z)
w
3.
CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
OUTLET SUMP
= O
o
4.
CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
HDPE OUTLET RISER
=
v
z_ m
5.
CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED
SECTION A -A
IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
6.
CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF.
The Slomwater Management
StormFilter®
R- 310014
ENGINEERED SOLUTIONS LLC
www.contechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
800 - 338 -1122 513 -645 -7000 513 - 645 -7993 FAX
SFMH96
STORMFILTER
STANDARD DETAIL
R -37zDa 14-°
C1.9