HomeMy WebLinkAboutC7.1.GDJL 11/5/15 SUMP DEPTH
REVISION HISTORY
REV BY DATE DESCRIPTION
AA
Parts List
DESCRIPTIONSIZE (in)ITEM
I.D. PRECAST MANHOLE481
SEPARATION MODULE
2 LEDGER SUPPORT
3
INLET PIPE (BY OTHERS)244
OUTLET PIPE (BY OTHERS)245
6 FRAME AND COVER (OR GRATE) (ROUND)30
Rev.
Approved
Scale
C
Hydro International
CAD Ref:
Project
Drawn
Date
Title
Checked
No.
No.
Drawing
2014
Notes
Any warranty made by Hydro International only applies to those items supplied by it. Hydro International does not accept and expressly disclaims any responsibility or liability for any structure, plant or equipment (or the performance
thereof) designed, built, manufactured or supplied by any third-party. Hydro International has a policy of continuous product development and reserves the right to amend the specifications of any of its products or equipment at any
time. Hydro International expressly disclaims any liability for the performance of its equipment (or any part thereof) used or made subject to conditions outside of the conditions set forth in Hydro International's design specifications.
Hydro International owns the copyright in and to this drawing, which is supplied in confidence, and all intended recipients of the drawing, by their use thereof, agree to hold the drawing in confidence and not to use it for any purpose
other than for which it was supplied and not reproduce, in whole or in part, the drawing or any of the equipment or structures depicted therein, without prior written permission of Hydro International.
GENERAL ARRANGEMENT
HIGH CAPACITY
1/4" = 1'0"
F HC-MAX
AF HCS1
xx-xxxx
11/25/14
RC
14
1
6
4
5
5
3
2
3
2
GENERAL NOTES:
1. General Arrangement drawings only. Contact Hydro International for site specific fabrication drawings.
2. The diameter of the inlet & outlet pipes may be no more than 24".
3. Multiple inlet pipes possible (refer to project plans).
4. Inlet/outlet pipe angle can vary to align with drainage network (refer to project plans).
5. Peak flow rate and minimum height limited by available cover and pipe diameter.
6. Larger sediment storage capacity may be provided with a deeper sump depth.
PRODUCT SPECIFICATIONS:
A.The treatment system shall use an induced vortex to separate pollutants from stormwater runoff.
B.The treatment system shall fit within the limits of excavation (area and depth) as shown in the project plans and
will not exceed the dimensions for the design flow rates specified herein.
C.The treatment system shall remove greater than or equal to 90% of TSS based on the Target Particle Size
(TPS) of 106 microns and/or 80% of TSS based on the TPS of 230 microns at 0.7 cfs and 1.2 cfs, respectively.
D.The treatment system shall convey the Peak On-line Flow Rates of up to 18 cfs without causing upstream
surcharge conditions. Full-scale independent laboratory scour testing shall demonstrate effluent control of less
than or equal to 5 mg/L for all flows up to 200% of MTFR-106.
E.The treatment system shall be capable of capturing and retaining fine silt and sand size particles. Analysis of
captured sediment from full-scale field installations shall demonstrate particle sizes predominately in the
20-micron range
SUMP: 0 in / 0.00 ft
VARIES (SEE NOTE 5)
PREASSEMBLY REFERENCE: 41 1/2 in / 3.46 ft
PIPE INVERTS: 59 5/8 in / 4.97 ft
SECTION A-A
Inlet pipe(s) can
enter anywhere
within 240° arc.
BOTTOM OF INTERNALS: 27 in / 2.25 ft
A
REVISION RECORD
05/15/2024
CURB MANHOLE
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PROF
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PE10910647
STATE OF
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SSACG.065
C7.1INDIANAPOLIS, INDIANA 46225425 W SOUTH STREET, STE 100ALDERSON COMMERCIAL GROUP, INC.GENERAL DETAILSROBEY SURGERY CENTER & CLINICSE CORNER OF HARLESTON ST & PETTIGRU DRCARMEL, IN 46033PRELI
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