3'-0"

6"

6" TOP SLAB

4'-0"

36"X36" ACCESS HATCH

ELEVATION VIEW

2'-0" 2'-0"

4'-0"

1'-0"

12'-0"

13'-0"

4'-0"5'-0"

ALTERNATE OUTLET

LOCATION

PLAN VIEW

LEFT END VIEW

1'-0"

INLET

Ø12" RCP MAX. OUTLET

18"X36" ACCESS HATCH

BYPASS WEIR/OUTLET BAY

OPENING TO BIOFILTRATION CHAMBER

INLET CONTOUR RACK WITH

PERFORATED FLOOR

24"x7" OPENING

FOR CURB INLET

8'-0"

ALTERNATE INLET

LOCATIONS AVAILABLE

ALTERNATE INLET

LOCATIONS AVAILABLE

2"

MULCH

1'-6"

StormMix™ MEDIA

6" DRAIN ROCK

UNDERDRAIN PIPE

SEE CURB INLET DETAIL

THIS SHEET

CURB INLET DETAIL

CURB INLET WITH

6" NOSING

CAST-IN PLACE CURB &

GUTTER BY OTHERS

7"

4"-6" RECOMMENDED

CURB INLET THROAT

OPENING

Bioretention/

Biofiltration

Ph: 800.579.8819 | www.oldcastleinfrastructure.com/stormwater

THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC.

IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND

SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR

WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC.

COPYRIGHT © 2021 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED.

SHEET NAME REVISION SHEET

REV DATE

-

BioPod™ Biofilter System

CUSTOMER

PROJECT NAME

-

-

-

(STANDARD)

1 OF 1

Specifier Drawing

BPS-412IB

Surface Vault with Internal Bypass

PERFORMANCE SPECIFICATIONS

Treatment Flow Capacities:

NJDEP 80% Removal, 75 micron0.179 cfs

WA Ecology GULD - Basic,

Enhanced & Phosphorus

0.160 cfs

*Contact Oldcastle for alternative treatment flow capacities.

Bypass Capacity

2.0 cfs

NOTES:

1. DESIGN LOADINGS:

A. 300 PSF PEDESTRIAN LOADING

B. DESIGN SOIL COVER: 0' MAXIMUM

C. ASSUMED WATER TABLE: BELOW BASE OF

PRECAST

(ENGINEER-OF-RECORD TO CONFIRM SITE

WATER TABLE ELEVATION)

D. LATERAL EARTH PRESSURE: 45 PCF

(DRAINED)

E. LATERAL LIVE LOAD SURCHARGE: 80 PSF

(APPLIED TO 8'-0" BELOW GRADE)

F. NO LATERAL SURCHARGE FROM ADJACENT

BUILDINGS, WALLS, PIERS, OR FOUNDATIONS.

2. CONCRETE 28-DAY MINIMUM COMPRESSIVE

STRENGTH: 5,000 PSI MINIMUM.

3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60

4. CEMENT: ASTM C150

5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY:

2,500 PSF

6. REFERENCE STANDARD:

A. ASTM C890

B. ASTM C913

C. ACI 318-14

7. THIS STRUCTURE IS DESIGNED TO THE

PARAMETERS NOTED HEREIN.

ENGINEER-OF-RECORD SHALL VERIFY THAT NOTED

PARAMETERS MEET OR EXCEED PROJECT

REQUIREMENTS. IF DESIGN PARAMETERS ARE

INCORRECT, REVIEWING ENGINEER/AUTHORITY

SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON

REVIEW.

8. INLET AND OUTLET HOLES WILL BE FACTORY

CORED/CAST PER PLANS AND CUSTOMER

REQUIREMENTS. INLET AND OUTLET LOCATIONS

CAN BE MIRRORED.

9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES,

LOCATIONS, AND ELEVATIONS OF OPENINGS.

10. CONTRACTOR RESPONSIBLE TO ENSURE

ADEQUATE BEARING SURFACE IS PROVIDED (I.E.

COMPACTED AND LEVEL PER PROJECT

SPECIFICATIONS).

11. SECTION HEIGHTS, SLAB/WALL THICKNESSES, AND

KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED

FOR SITE REQUIREMENTS AND/OR DUE TO

PRODUCT AVAILABILITY AND PRODUCTION FACILITY

CONSTRAINTS.

12. MAXIMUM PICK WEIGHTS":

A. TOP: XX,XXX LBS

B. BASE: XX,XXX LBS*

(* COMBINED WEIGHT OF BASE INCLUDES

BYPASS WEIR, DIVIDER WALL, ROCK & MEDIA)

13. INTERNALS SHALL CONSIST OF UNDERDRAIN

PIPE, ROCK, STORMMIX™ MEDIA, MULCH, AND INLET

CONTOUR RACK.

Structure ID

Treatment Flow Rate (cfs)

Peak Flow Rate (cfs)

Rim Elevation

Pipe Data

Pipe

Size

Pipe

Type

Invert

Elevation

Outlet

Notes:

Pipe

Location

SITE SPECIFIC DATA

ID

-

-

-

- - --