HomeMy WebLinkAboutP_Infiltration_Detail_Two_210128_V1ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS
COMPACTION / DENSITY
REQUIREMENT
D
FINAL FILL:FILL MATERIAL FOR
LAYER 'D' STARTS FROM THE TOP OF
THE 'C' LAYER TO THE BOTTOM OF
FLEXIBLE PAVEMENT OR UNPAVED
FINISHED GRADE ABOVE. NOTE THAT
PAVEMENT SUBBASE MAY BE PART
OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR
PER ENGINEER'S PLANS. CHECK PLANS FOR
PAVEMENT SUBGRADE REQUIREMENTS.
N/A
PREPARE PER SITE DESIGN
ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE
STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL:FILL MATERIAL FOR
LAYER 'C' STARTS FROM THE TOP OF
THE EMBEDMENT STONE ('B' LAYER)
TO 24" (600 mm) ABOVE THE TOP OF
THE CHAMBER. NOTE THAT
PAVEMENT SUBBASE MAY BE A PART
OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE
MIXTURES, <35% FINES OR PROCESSED
AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN
BE USED IN LIEU OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68,
7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 24" (600
mm) OF MATERIAL OVER THE
CHAMBERS IS REACHED. COMPACT
ADDITIONAL LAYERS IN 12" (300 mm)
MAX LIFTS TO A MIN. 95% PROCTOR
DENSITY FOR WELL GRADED
MATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED
AGGREGATE MATERIALS.
B
EMBEDMENT STONE:FILL
SURROUNDING THE CHAMBERS FROM
THE FOUNDATION STONE ('A' LAYER)
TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4
A
FOUNDATION STONE:FILL BELOW
CHAMBERS FROM THE SUBGRADE UP
TO THE FOOT (BOTTOM) OF THE
CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4
PLATE COMPACT OR ROLL TO
ACHIEVE A FLAT SURFACE. ² ³
45"
(1140 mm)
24"
(600 mm) MIN*
8'
(2.4 m)
MAX
12" (300 mm) TYP77" (1950 mm)
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
SUBGRADE SOILS
(SEE NOTE 4)
PAVEMENT LAYER (DESIGNED BY
SITE DESIGN ENGINEER)
MC-3500
END CAP
12" (300 mm) MIN
9"
(230 mm) MIN
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
6" (150 mm) MIN
*FOR COVER DEPTHS GREATER THAN 8.0' (2.4 m) PLEASE CONTACT STORMTECH
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC 18" (450 mm)20.03" (509 mm)---
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP24TC 24" (600 mm)14.48" (368 mm)---
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP30BC 30" (750 mm)---
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*178.9 CUBIC FEET (5.06 m³)
WEIGHT 135.0 lbs.(61.2 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 22.5" (1956 mm X 1143 mm X 571 mm)
END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*46.0 CUBIC FEET (1.30 m³)
WEIGHT 50.0 lbs.(22.7 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY
MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS.
CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED
FOR PIPE SIZES GREATER THAN 10" (250 mm)
THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE.
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
77.0"
(1956 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
UPPER JOINT CORRUGATION
22.5"
(571 mm)
INSTALLED
NOTES:
1.INSPECTION PORTS MAY BE CONNECTED THROUGH ANY OF (6)
CHAMBER CORRUGATION VALLEYS
2.ALL PVC FITTINGS ARE TO BE SOLVENT CEMENTED
CONNECTION DETAIL
8"
[203 mm]
4" [100 mm] SCHED 40 PVC COUPLING
4" [100 mm] SCHED 40 PVC
4" [100 mm] SCHED 40 PVC
CORE 4.5" [114 mm] Ø HOLE IN
CHAMBER (4.5" HOLE SAW REQ'D)
ANY OF (6) VALLEY
LOCATIONS
MC-3500 CHAMBER
4" [100 mm] SCHED 40 SCREW-IN CAP
AASHTO M288 CLASS 2 NON-WOVEN
GEOTEXTILE
3/4 - 2 INCH [19 mm - 51 mm]
CLEAN CRUSHED ANGULAR STONE
NYLOPLAST 12" [300 mm] INLINE DRAIN
BODY W/ 12" [300 mm] SOLID HINGED
COVER AND FRAME (SEE NYLOPLAST
DWG# 7003-110-044 FOR PAVED
APPLICATIONS / SEE DWG# 7003-110-045
FOR UNPAVED APPLICATIONS)
CONCRETE COLLAR
PAVEMENT
GRANULAR WELL GRADED SOIL /
AGGREGATE MIXTURES
6.5' [1.98 m]
MAX.
24" [610 mm]
MIN.
SUMP DEPTH
TBD BY
DESIGN ENGINEER
CATCH
BASIN
OR
MANHOLE
MC-3500 ENDCAP
COVER ENTIRE ROW WITH AASHTO M288
CLASS 2 NON-WOVEN GEOTEXTILE.
MC-3500 - 12.5' [3.81 m] WIDE STRIP
INSPECTION PORT DETAILISOLATION ROW DETAIL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS----GREEN’S LANDING SHORT PLATGREEN’SLANDINGSHORTPLATSHEET07LUA----C----GREEN’SLANDINGSHORTPLATR-----PR----