HomeMy WebLinkAboutScentsy South Campus Drainage Calculations_Page_3_Page_10Storage Volume Per Chamber/End Cap ft3 (m3)
NOTE Assumes 40% porosity for the stone plus the chamber/end cap volume. End
Cap volume assumes 6" (152mm) stone perimeter.
Volume of Excavation Per Chamber)End Cap in yd3 (li
Stone Foundation Depth in. (mm)
9 (229) 12 (305) 15 (381) 18 (457)
MC -3500 12.4 (9.5) 12.8 (9.8) 13.3 (10.2) 13.8 (10.5)
End Cap 4.1 (3.1) 42 (3:2) 1 4.4 (3.3) 4.5 (3.5)
NOTE Assumes 9'(229 mm) of separation between chamberrows, 6'(152
mm) of perimeter in front of end caps, and 24" (610 mm) of cover. The volume
of excavation will vary as depth of cover increases.
General Cross Section
CRUSHED,ANGULAR STONE
(AASHTO ME343 &"STONE SQES ALLOWED)
NON -WOVEN GEOTEXTRE ALL
AROUND ANGIJ RSTONE
ENOCAP
mm]MIN.
SUBGRADESORS / 9'IR9
Amount of Stone Per Chamber
Bare
Unit
Storage
113 (m4)
Chamber/End Cap and Stone
Volume -Slone Foundation
Depth in. (mm)
9 (229)
112 (305)T15
(381)
18 (457)
MC -3500 Chamber
109.9 (3.11)
178.9 (5.06)
184.0 (5.21)
189.2 (5.36)
194.3 (5.5)
MC -3500 E td Cap
14.9 (0.42)
46.0 (1.33)
47.7 (1.35)
49.4 (1.40)
51.1(1.45)
NOTE Assumes 40% porosity for the stone plus the chamber/end cap volume. End
Cap volume assumes 6" (152mm) stone perimeter.
Volume of Excavation Per Chamber)End Cap in yd3 (li
Stone Foundation Depth in. (mm)
9 (229) 12 (305) 15 (381) 18 (457)
MC -3500 12.4 (9.5) 12.8 (9.8) 13.3 (10.2) 13.8 (10.5)
End Cap 4.1 (3.1) 42 (3:2) 1 4.4 (3.3) 4.5 (3.5)
NOTE Assumes 9'(229 mm) of separation between chamberrows, 6'(152
mm) of perimeter in front of end caps, and 24" (610 mm) of cover. The volume
of excavation will vary as depth of cover increases.
General Cross Section
CRUSHED,ANGULAR STONE
(AASHTO ME343 &"STONE SQES ALLOWED)
NON -WOVEN GEOTEXTRE ALL
AROUND ANGIJ RSTONE
ENOCAP
mm]MIN.
SUBGRADESORS / 9'IR9
Amount of Stone Per Chamber
NOTE..'Assumes 12'(305 mm) ofstone above, and 9°(229 mm) mw spacing, and 6"
(152mm) of perimeter stone in front of end caps.
CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF
ASTM F 2787 'STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTIC CORRuaATRl WGI 1
2V
NOTES:
1. THIS CROSS SECTION PROVIDES GENERAL INFORMATION FOR THE MC -3500 CHAMBER. STORMTECH MC -3500 CHAMBERS MUST
BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE MC -3500 DESIGN MANUAL AND MC -3500 CONSTRUCTION GUIDE.
2. PROPERLY INSTALLED MC -3500 CHAMBERS PROVIDETHE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN
SPECIFICATIONS FOR EARTH AND LIVE LOADS WITH CONSIDERATION FOR IMPACT AND MULTIPLE PRESENCES.
3. PERIMETER STONE MUST ALWAYS BE BROUGHT UP EVENLY WITH BACKFILL OF BED. PERIMETER STONE MUST EXTEND
HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH STRAIGHT OR SLOPED SIDEWALLS.
StormAch®
Oehnfion Feghn�fiyornry�W�ater 0ualiry
A division Of 11111111�L/,�y��
mLLlr�-y/�J.
70 Inwood Road,Su4e3 I RockyNill Connecticut 106067
860.529.8188 888.892.2694 fax866.328.8401 fax860-529-8140 I www.slormlech.com
ADS'Forms and Conditions of Sale' are available an the ADS website, wwmads-pine.com.
Advanced Drainage Systems, the ADS logo, and the green stripe are registered trademarks of Advanced Drainage Systems.
Storm]oGh- is a registered trademark of StormTech, Inc
The Green Building Council Member logo is a registered trademark of the U.S. Green Building Council.
S150909 03/2014
O 2014 Advanced Drainage Systems, Inc. Printed on recycled paper
undation Depth
12 in. 15 in.
J
18 in.
9.7 (6.9)
10.4(7.3)
11.1(7.8)
j
t(22)
4.3 (3.0)
4.5 (32)
4.7(3.3)05
mm
381 mm
457 mm
831(5.3)
900 (2.3)
9443 (5.6)
4100 (2.4)
10054 (6.0)
4301(2.6)
NOTE..'Assumes 12'(305 mm) ofstone above, and 9°(229 mm) mw spacing, and 6"
(152mm) of perimeter stone in front of end caps.
CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF
ASTM F 2787 'STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTIC CORRuaATRl WGI 1
2V
NOTES:
1. THIS CROSS SECTION PROVIDES GENERAL INFORMATION FOR THE MC -3500 CHAMBER. STORMTECH MC -3500 CHAMBERS MUST
BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE MC -3500 DESIGN MANUAL AND MC -3500 CONSTRUCTION GUIDE.
2. PROPERLY INSTALLED MC -3500 CHAMBERS PROVIDETHE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN
SPECIFICATIONS FOR EARTH AND LIVE LOADS WITH CONSIDERATION FOR IMPACT AND MULTIPLE PRESENCES.
3. PERIMETER STONE MUST ALWAYS BE BROUGHT UP EVENLY WITH BACKFILL OF BED. PERIMETER STONE MUST EXTEND
HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH STRAIGHT OR SLOPED SIDEWALLS.
StormAch®
Oehnfion Feghn�fiyornry�W�ater 0ualiry
A division Of 11111111�L/,�y��
mLLlr�-y/�J.
70 Inwood Road,Su4e3 I RockyNill Connecticut 106067
860.529.8188 888.892.2694 fax866.328.8401 fax860-529-8140 I www.slormlech.com
ADS'Forms and Conditions of Sale' are available an the ADS website, wwmads-pine.com.
Advanced Drainage Systems, the ADS logo, and the green stripe are registered trademarks of Advanced Drainage Systems.
Storm]oGh- is a registered trademark of StormTech, Inc
The Green Building Council Member logo is a registered trademark of the U.S. Green Building Council.
S150909 03/2014
O 2014 Advanced Drainage Systems, Inc. Printed on recycled paper