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PRODUCT SPECIFICATIONS
STORMTECH GENERAL NOTES
6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND
AROUND PERIMETER MUST FOLLOW INSTRUCVDNIS AS
INDICATED IN THE MOST CURRENT VERSION OF
STORMTECKS INSTALLATION INSTRUCTIONS.
7. BACKFILUNG OVER THE CHAMBERS MUST FOLLOW
REQUIREMENTS AS INDICATED IN THE MOST CURRENT
VERSION OF STORMTECKS INSTALLATION INSTRUCTIONS.
8. THE CONTRACTOR MUST REFER TO STO RMTECH-S
INSTALLATION INSTRUCTIONS FORA TABLE OF
ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF
COVER- THIS INFORMATION IS ALSO AVAILABLE AT
STORMTECHS WESSITE: WWW,STDRMTECH.COM. THE
CONTRACTOR IS RESPONSIBLE FOR PREVENTING
VEHICLES THAT EXCEED STORMTECHS REOUIREMENTS
FROM TRAVELING ACROSS OR PARKING OVER THE
STORMWATER SYSTEM. TEMPORARY FENCING. WARNING
TAPE AND APPROPRIATELY LOCATED SIGNS ALE
COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES
FROM ENTERING SENSITIVE CONSTRUCTION AREAS.
8. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT
CONTROL MEASURES TO PROTECT THE STORMWATER
SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER
LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATION$
10, STORMTECH PRODUCT WARRANTY IS LIMITED. SEE
CURRENT PRODUCT WARRANTY FOR DETAILS. TO
ACQUIRE A COPY CALL STORIATECH AT '1 244 OR
VISIT W W W ATORMTECH.COM .
j FOR .ECHN'CA,. AND ;.ES ON RELATED QI ;FS ?!DNS
2.7 THE '
HAM$ R -
SHALL HAVE TWO ORIFICES NEAR ITS 3.5 IHE. PRIMARY FACE OF AN END CAP SHA_,. BE CURVE^ PLEASE CONTACT MIKE UNGlRAN AT M5d61 4J1
TOP TO ALLOW FOR EOuAZATiON OF AIR PRESSURE DUTWARD TO RES75T. HORIZONTAL LOADS GENERATED
BETWEEN I'S INTERIOR AND EXTERIOR. NEAR THE EDGES OF BEDS
'OR PWLNC ,S" PP V. AND INSTAI( A'ON yGE5110NS
:PLEASE ;:ON ?ACT YOJR ADSIIEPAT800.0I1- 9'710 _..
2.8 THE CiAMBER SHALL HAV BC -1 CE ITS ENDS OPEN -0 3.6 THE END CAP SHALL BE MANLFACTL'REO IN AN !SC
ALLOW FOR
-N IMPEDED HYD4ALA C F CWS ANC 9CC12000 CERLF TED FACIL'Y. -- - -_ "-
VISUAL INSPECTIONS DOWN A ROW'S EMIRE LENGTH.
1A
ACCEPTABLE FILL MATERIALS
- --
A 8
0.90 h (Z77 mm) 3E5 h (95; m l
STORMTECH SC -740 CHAMBER SYSTEMS
STORM/LL
1.1 STORMTECH CHAMBERS ARE CONTROL
2.9 HE CHAMBER SHALL HAVE 14 CORRUGATIONS
L S:ORMTEC, .LC / "S RM'FCH "' RECU RES NSTA.0 NG
B h (150 mn)
STORMWATER RUNOFF. ASAS($SURFACE RETENTION
SUBSURFACE
INSTALLATIONS MAY HAVE STRINGENT MATERIAL,,
AND PREPARATION REQUIREMENTS.
CONTRACTORS TO USE AND UNDERSTAND
i SUBGRADE REQUIREMENTS,
SYSTEM, STORMTECH CHAMBERS RETAIN AND ALLOLY
2.i T E CHAMBER SHALL :A /. H C.R ,AR, :NSF N -'
FLAT SURFACE
S.ORMTcCHS AIES NSfAL.LA 'v YSTR ,C',ONS
-�- ��-_ --
COMPACT IN 6" LIFTS TO A MINIMUM 95%
j STANDARD PROCTOR DENSITY. ROLLER
EFFECTIVE INFILTRATION OF WATER INTO THE AS
ON TH -0P v Tr- CHAMBER .OR AN
°R OP TO BEL,�N NiN� SYS?EV NS. A'LATION.
7.7p n (1B6
A SUBSURFACE DETENTION SYSTEM, STORMSEpF
OP,ONAL 4 : :NCH INSPECTION PORT OR CLEAN-OUT.
(M EMBEDMENT STONE SURROUNDING
AND TO A 6" ELEVATION ABOVE
WASHED ANGULAR STONE WITH THE i'' 3, 35714 467, 5,' WA
MAJORITY OF PARTICLES BETWEEN 56,57
CHAMBERS DETAIN AND ALLOW FOR THE METERED
j CHAMBERS
2. _)R 7ECHN! At SERVICES DEPARTMENT OFFERS
&C740�Et6B
SC7400%IST ,
FLOW OF WATER TO AN DUTFAIL
2.'1THE CHAMBER SHAL BE ANALYZED AND DESIGNED
NS:AL:ATION CONSUI ATiONS TO INSTALLING
WASHED ANGULAR STONE WI'M THE
I
3, 357, 4, 467,
USING AASH 0 METHODS FOR THERMOPLASTIC
CONTRACTORS CON Ac„ OJR TECHNICAL SERVICES
I
20 CHAMBER PARAMETERS
CULVERTS COY AIMED IN HE RFD BR.Ou DESIGN
REPRESEN A iVE A' EAST, 30 DAYS PR!DR TO
9C74019PE268
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2.1 THE CHAMBER SHALL 8 NJECTI01 MO DED OF
SPECIFICATIONS 2N EDITION !NC UDING INTERIM
SPECIFICATIONS THRO.JGH
SYSTEM INSTA -ATICN TO ARRANGE A
PR. ^N
PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS
PO- YPRCP"_EN_ RESIN ILO BE INH_RLNTL- RESISTANT
2CC DESIGN !U< 'LCgD
SHA_L BE THE AASHTC HS20
,NSTA`IAII CONSULTATION. OUR
REPRESENTATIVES CAN
ANGULAR NO.4 STONE.
TO ENVIRONMENTAL STRESS CRACKING (ESCR), AND TO
MAINTAIN ADEQUATE STIFFNESS
,RUCK. DESIGN SHALL
CONSIOER EARTH ANC LIVE LOADS AS APPROPRIATE
THEN ANSWER CUES 1. ^NS r
ADDRESS COMMENTS UN THE S;DRMTECH CHAMBER
THROu H HiGrER
TEMPERATURES EXPERIENCED
FOR THE MINIMUM TO MAXIMBM SPECIFIED DEPTH O
S SEM AND ;NF T. =. INSTALLING CON: RACTDR OF
DURIN INST.A._L A-!ON
AND SERVICE.
FILL -
2.'27�'E CHAMBER SHALL BE MANUFACTURED
THL MINIMUM INSTAL_A ON REOL) REMENTS BEFORE
BEGINNING THE SYSTEM 6 CON67PUCT ION. VICIT
WYYYY9TORM7ECH.COY
22 SF CHAMBER 'DIMENSIONS Ow
IN AN 'SG
90CL200D CERTIFIED FACILITY.
70 RECEIVE A COPY OF O.,R
IJSTA�LATION
TECH S.
S?ORMT Cn SC 740 SNA L BE 30.0 INCHES !ALL, SLC
INSTRI. TONS.
INCHES WIDE AND 90.7 INCHES T.-ONG. THE NCM'NA,
3.0 END CAP PARAMETERS
'S
CHAMBER DIME NSICNS OF THE STi'RM _CH SC 3'0
SHALL .60 '
3 -1 THE EN'D CAP SHALE BE NUFCI.CN MCLDE OF
SiORMTECF REQUIREMENTS FOR S ;EMS W'ITN
3. PAVEMENT DESIGN
9 INCHES TALL, 34.0 INCHES WILD= AN^ 90.7
INCHES _ONG THE INSTAL D '_ENCT:L OF A
POLYPROPYLENE RESIN TO BE IN'LREN7:1 RESISTANT
(AS. HA_T, CON(.RE TE PAVERS,
TD.): MINtMLIM COVER ;S 18 INCHES NOT INCLUDING
�OINED
CHAMBER
CHAMBER SHALL BE Sfi4 INCHES.
ILO ENVIRONMENTAL STRESS CRACKING, AN.. �O
MANlA1N AD Q -AIE THROUGH
pAVFMENT MAX'.MUM COVER IS 95 iNCitES �NCLJDING
-
. STfrFNE S_4 HIGHER
EMf _RAT JRES EXPERIENCED ERIN
E CED J' R NG N�TALLATIOk
r'qV- MErvT. FOR ,NS AL� "IONS TI-:A DO NOT
- -
--------------------
2.3 iris CHAMBER SRI_. HAVE A CGNTINJOUS_� CURVED
AND SERVICE.
INCL..Dt PAVE MFNI, WHERE RUING FROM VEHICLES
SECTION PROFILE.
MAY OCCUR MINIMUM REQUIRED COVER IS 24
2.4 THE CHAMBER, S-IA:.,.
3.2 THE END CAP SHALL BE DESIGNF F v-C ANY
INCITES, MAX M 'M CLVER IS 96 INCHES.
B._ OPEN -- BOTTOMED.
CORRJGATiUN OF A CHAMBER, W :-H�A.LJWS:
4. 1�E CONTROL OR Mu5' REPORT AN'
2.5 THE CHAMBER AMBER n
S. A_L INCORPORATE AN OVERLAPPING
CAP A CHAMBER THAT HAS 5 'LENGTH TRIMMED;
SEGMENTING
WIT, CHAMBER OLNDATION MA RIASD BEPZ:NGNCIES
--------------------
CORRJGAT!DN JOINT SYSTEM TO ALLOW CHAMBER
ROWS INTO STORAGE BAS NS OF
VA
VARIOUS
CAPACITIES TO THE DESIGN ENGINEER.
a
ROWS OF ALMOST ANY LENGTH TO BE CREATE TFIE
LE
LEYGT'!S.
5.
OVERLAPPING CORRUGATION „O AT SYSTEM SHAD_ BE
EFFECTIVE WHILE ALLOWING A CHAMBER TO BE:
3.3 THE END CAP SHA,._ HAVE SAN. GUIDES 70 A-1 OW EAS`
CUING FDR
AASHTD M2BB Ci ASS,, 2 NON-WOVEN GEC' -XTI_T
(FILTER !ABRIC) NEST BE USED AS INDICATED N iliE
TRIMMED TO SHORTEN ITS OVERAL'- LENGTH.
VA.R,OUS DIAMETERS OF PIPE 'HAT MAY
BE USED TO INLET THE SYSTEM.
?RODEO' PANS.
26 THE CHAMBER SHALL HAVE FORTY -EIGHT ORIFICES
_�
PEN r T -
L '2A Ir.G THE -
t 51 F
G_WALLS TO ALLOW FOR LATERAL
3./ THE END CAP SHAD_ HAVE EXL' .S STRLi
cOF
CONVEYANCE OF WATER.
OJAC ES TO ALLOW - , T:NG A � ORIFi E OF ANY
SIZE
SIZE A7 ANY INVERT c EVA ON.
6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND
AROUND PERIMETER MUST FOLLOW INSTRUCVDNIS AS
INDICATED IN THE MOST CURRENT VERSION OF
STORMTECKS INSTALLATION INSTRUCTIONS.
7. BACKFILUNG OVER THE CHAMBERS MUST FOLLOW
REQUIREMENTS AS INDICATED IN THE MOST CURRENT
VERSION OF STORMTECKS INSTALLATION INSTRUCTIONS.
8. THE CONTRACTOR MUST REFER TO STO RMTECH-S
INSTALLATION INSTRUCTIONS FORA TABLE OF
ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF
COVER- THIS INFORMATION IS ALSO AVAILABLE AT
STORMTECHS WESSITE: WWW,STDRMTECH.COM. THE
CONTRACTOR IS RESPONSIBLE FOR PREVENTING
VEHICLES THAT EXCEED STORMTECHS REOUIREMENTS
FROM TRAVELING ACROSS OR PARKING OVER THE
STORMWATER SYSTEM. TEMPORARY FENCING. WARNING
TAPE AND APPROPRIATELY LOCATED SIGNS ALE
COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES
FROM ENTERING SENSITIVE CONSTRUCTION AREAS.
8. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT
CONTROL MEASURES TO PROTECT THE STORMWATER
SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER
LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATION$
10, STORMTECH PRODUCT WARRANTY IS LIMITED. SEE
CURRENT PRODUCT WARRANTY FOR DETAILS. TO
ACQUIRE A COPY CALL STORIATECH AT '1 244 OR
VISIT W W W ATORMTECH.COM .
j FOR .ECHN'CA,. AND ;.ES ON RELATED QI ;FS ?!DNS
2.7 THE '
HAM$ R -
SHALL HAVE TWO ORIFICES NEAR ITS 3.5 IHE. PRIMARY FACE OF AN END CAP SHA_,. BE CURVE^ PLEASE CONTACT MIKE UNGlRAN AT M5d61 4J1
TOP TO ALLOW FOR EOuAZATiON OF AIR PRESSURE DUTWARD TO RES75T. HORIZONTAL LOADS GENERATED
BETWEEN I'S INTERIOR AND EXTERIOR. NEAR THE EDGES OF BEDS
'OR PWLNC ,S" PP V. AND INSTAI( A'ON yGE5110NS
:PLEASE ;:ON ?ACT YOJR ADSIIEPAT800.0I1- 9'710 _..
2.8 THE CiAMBER SHALL HAV BC -1 CE ITS ENDS OPEN -0 3.6 THE END CAP SHALL BE MANLFACTL'REO IN AN !SC
ALLOW FOR
-N IMPEDED HYD4ALA C F CWS ANC 9CC12000 CERLF TED FACIL'Y. -- - -_ "-
VISUAL INSPECTIONS DOWN A ROW'S EMIRE LENGTH.
STORMTECH ISOLATOR- ROW
PROFILE VIEW DETAL
SEE CA BASIN; (ALTERNATE #1)
INLET DETAIL 12 M', ID 25" MAX CD PIPE
I
r-SIET 5" FROM BC 'CPA
OF C~'AMBE4
2FT MIN. =1 _
SUMP - IIIrr1T -1 ✓' dEN GECTEXTILE THAT M =EIS .�, =�1-
ADS 95307K iFCTFXTIL OR EC'J
�BE'VJEE FOUNDATION STONE A \^ CHAMBERS
I SC 740 - -5' -6 WIDE STRIP
SC- 310--4' WIDE STRIP
ECCENTRIC
HEADEf
ST0RMT -C
PREFA.ERICATE
END CAP'.
COVER ENURE ROW WITH
ADS 601 GEOTEXT _E OR EQUAL
-SC -740- 8' WDE STRIP
C
SC-311 C - WiD_7 STRIP
r-STORM _CI, :.N CA°
I\ FRNAL
L NDER
ADAPTER
INTF RN ^
CYL N L
ADA E
STORMTECH UNDERDRAIN DETAIL
BELL PFRAAFTFR
3
TCi CL.TLE- CONTROL
STRUCTURE
C LIRE
- STDRVTFCH OHAMBFR
HLRINDATION STONE
_.BENE&TH.} HAMBER
PER�ORATEG
:,ND_RDRA!N P,PE
A.S 60,1
OR EUJAL
4x Pr 0 MN
�SIONE dL ID.NC UN ER
DRAINAGE PIPE (PER DES:C,A
SECTION A-A
STORMTECH CHAMdEit\
FOUNDAHBA
BENEATH } y'
4x PIPE 0 ,MIN
STONE BECDINO UNDER
DRAINAGE PIPE (PER DESIGN" j
'SECTION B-8
TNT
--RNA'
CYLINDER
A � I ADAPTER
I
I
I
j
A,` A
STORMTECH SINGLE TEE
MANUFACTURED BY ADS
i
STORMTECH DOUBLE MANIFOLD
MANUFACTURED BY ADS
N E RNA,
DART-
-+
FGA' ADS NFORM,ATION STORMTECHTRIPLE MANIFOLD
CAL_ 571 G MANUFACTURED BY ADS
SC-740 END CAP -
SC-740 CHAMBER - -
21NCH WASHED,
CRUSHED,
ANGULAR STONE --
ADS cC` GE TEXTLE OP EQUAL -X
ISOLATOR 20'>AJ
(A TLRNATEE #1'
I -7,
9
DESIGN ENGINEER IS RESPONSIBLE FOR MIN.
ENSURING SUITABILITY OF SUBGRADE SOILS' -
'SEE STORMTECH'S DESIGN MANUAL
FOR STORM`EC :- :NFDRMA7!ON
CALL ` -B88 -892 -2694 STORMTECH SC-740 CHAMBER SYSTEM
TYPICAL CROSS SECTION DETAIL
A I SECTION VIEW A -A
GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6 IN LIFTS TO 95 % PROCTOR DENSITY.
SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN
STORMTECHS DESIGN MANUAL, INSTALLATION MANUAL,
OR WWW.STORMTECH.COM.
w•rnacnu
S-E RA✓ N,
STIR C:U.R NFORMA'IO "J
STORMILCf CRAM
SLt CRADINO AND DRAINAGE z:'_AN--,
FOR PIf'E S:ZL AND ELEVAliGN
j
IsoLAT� RcW I
1
STGRV 7 L C1-
NDERDR IN
M " ✓= 843.90 �
BOTTOM OF C iAMBER
L V. - 732.90'
I OIINDATION -/
STONE ELEV. 732.40'
SECTION B -B
I/
I9
E -Ev ._ 32.40.
SL-- GRADINNG AND DRAINAGE PLAN
3
ACCEPTS 4' SCH 40 PIPE FOR
rcLEANOUTOR INSPECTION PORT
{
30,0"
t
- w.7ACTUAL LENGTH - - -�-j
-86.4" INSTALLED- -
B' H-
r_ -A - -{
_'A
L4T2RMMCH SC "719 CHAMBER ,L
TECHNICAL SPECIRCATIONS 4
DJ
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) 51.0"x 30.Vx 65.4"
CHAMBER STORAGE 45.9 CUBIC FEET
MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET
WEIGHT 75 LBS.
STUBS A' LOP DF END CAP FOR STUBS A" BCHUU 0: ND zA°
PARTS NUMBERS ENNN3 WITH FOR PARTS NUMBERS END,Ni .
-B'
2
PART tJ
SC740FFT-%T
_ T
ACCEPTABLE FILL MATERIALS
- --
A 8
0.90 h (Z77 mm) 3E5 h (95; m l
STORMTECH SC -740 CHAMBER SYSTEMS
I
FILL MATERIAL FROM 16' ANY SOILIROCK MATERIALS, NATIVE WA WA
TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEERS PLANS,
I
PREPARE PER ENGINEER'S PLANS. PAVED
B h (150 mn)
CHECK PLANS FOR PAVEMENT
INSTALLATIONS MAY HAVE STRINGENT MATERIAL,,
AND PREPARATION REQUIREMENTS.
I
i SUBGRADE REQUIREMENTS,
i
V FILL MATERIAL FOR B' TO 18'
ELEVATION ABOVE CHAMBERS
-
GRANULAR WELL- GRADED 3, 357, 4, 467, I A- 1��
I
SOIVAGGREGATE MDCTURES, 15, 56, 57, G, A -2
-�- ��-_ --
COMPACT IN 6" LIFTS TO A MINIMUM 95%
j STANDARD PROCTOR DENSITY. ROLLER
(24" FOR UNPAVED INSTALLATIONS
<W% FINES. 67, &8, 7, 78, A -3
GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000IBS.
7.7p n (1B6
B, 69, 9, 10
DYNAMIC FORCE NOT TO EXCEED 2D,000 IBS.
(M EMBEDMENT STONE SURROUNDING
AND TO A 6" ELEVATION ABOVE
WASHED ANGULAR STONE WITH THE i'' 3, 35714 467, 5,' WA
MAJORITY OF PARTICLES BETWEEN 56,57
NO COMPACTION REQUIRED I
!
j CHAMBERS
% -2 INCH
&C740�Et6B
SC7400%IST ,
x 740
SC 740
15 n (375 mm)
1 16 h l 460
I
®FOUNDATION STONE BELOW !
CHAMBERS
WASHED ANGULAR STONE WI'M THE
I
3, 357, 4, 467,
NIA
PLATE COMPACT OR ROLL TO ACHIEVE A j
I
MAJORTTI' OF PARTICLES BETWEEN i
5, 56, 57
95% STANDARD PROCTOR DENSITY
9C74019PE268
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% - 2 INCH
n h IWO )
- -
LM in (470
-
PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS
0000-- 0000 --- 0000 --
ONLY.
THE STONE MUST ALSO BE WASHED
CRUSHED ANGULAR. FOR EXAMPLE, THE STONE MUST BE SPECIFIED
AS WASHED, CRUSHED,
ANGULAR NO.4 STONE.
STORMTECH ISOLATOR- ROW
PROFILE VIEW DETAL
SEE CA BASIN; (ALTERNATE #1)
INLET DETAIL 12 M', ID 25" MAX CD PIPE
I
r-SIET 5" FROM BC 'CPA
OF C~'AMBE4
2FT MIN. =1 _
SUMP - IIIrr1T -1 ✓' dEN GECTEXTILE THAT M =EIS .�, =�1-
ADS 95307K iFCTFXTIL OR EC'J
�BE'VJEE FOUNDATION STONE A \^ CHAMBERS
I SC 740 - -5' -6 WIDE STRIP
SC- 310--4' WIDE STRIP
ECCENTRIC
HEADEf
ST0RMT -C
PREFA.ERICATE
END CAP'.
COVER ENURE ROW WITH
ADS 601 GEOTEXT _E OR EQUAL
-SC -740- 8' WDE STRIP
C
SC-311 C - WiD_7 STRIP
r-STORM _CI, :.N CA°
I\ FRNAL
L NDER
ADAPTER
INTF RN ^
CYL N L
ADA E
STORMTECH UNDERDRAIN DETAIL
BELL PFRAAFTFR
3
TCi CL.TLE- CONTROL
STRUCTURE
C LIRE
- STDRVTFCH OHAMBFR
HLRINDATION STONE
_.BENE&TH.} HAMBER
PER�ORATEG
:,ND_RDRA!N P,PE
A.S 60,1
OR EUJAL
4x Pr 0 MN
�SIONE dL ID.NC UN ER
DRAINAGE PIPE (PER DES:C,A
SECTION A-A
STORMTECH CHAMdEit\
FOUNDAHBA
BENEATH } y'
4x PIPE 0 ,MIN
STONE BECDINO UNDER
DRAINAGE PIPE (PER DESIGN" j
'SECTION B-8
TNT
--RNA'
CYLINDER
A � I ADAPTER
I
I
I
j
A,` A
STORMTECH SINGLE TEE
MANUFACTURED BY ADS
i
STORMTECH DOUBLE MANIFOLD
MANUFACTURED BY ADS
N E RNA,
DART-
-+
FGA' ADS NFORM,ATION STORMTECHTRIPLE MANIFOLD
CAL_ 571 G MANUFACTURED BY ADS
SC-740 END CAP -
SC-740 CHAMBER - -
21NCH WASHED,
CRUSHED,
ANGULAR STONE --
ADS cC` GE TEXTLE OP EQUAL -X
ISOLATOR 20'>AJ
(A TLRNATEE #1'
I -7,
9
DESIGN ENGINEER IS RESPONSIBLE FOR MIN.
ENSURING SUITABILITY OF SUBGRADE SOILS' -
'SEE STORMTECH'S DESIGN MANUAL
FOR STORM`EC :- :NFDRMA7!ON
CALL ` -B88 -892 -2694 STORMTECH SC-740 CHAMBER SYSTEM
TYPICAL CROSS SECTION DETAIL
A I SECTION VIEW A -A
GRANULAR WELL GRADED SOIL /AGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6 IN LIFTS TO 95 % PROCTOR DENSITY.
SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN
STORMTECHS DESIGN MANUAL, INSTALLATION MANUAL,
OR WWW.STORMTECH.COM.
w•rnacnu
S-E RA✓ N,
STIR C:U.R NFORMA'IO "J
STORMILCf CRAM
SLt CRADINO AND DRAINAGE z:'_AN--,
FOR PIf'E S:ZL AND ELEVAliGN
j
IsoLAT� RcW I
1
STGRV 7 L C1-
NDERDR IN
M " ✓= 843.90 �
BOTTOM OF C iAMBER
L V. - 732.90'
I OIINDATION -/
STONE ELEV. 732.40'
SECTION B -B
I/
I9
E -Ev ._ 32.40.
SL-- GRADINNG AND DRAINAGE PLAN
3
ACCEPTS 4' SCH 40 PIPE FOR
rcLEANOUTOR INSPECTION PORT
{
30,0"
t
- w.7ACTUAL LENGTH - - -�-j
-86.4" INSTALLED- -
B' H-
r_ -A - -{
_'A
L4T2RMMCH SC "719 CHAMBER ,L
TECHNICAL SPECIRCATIONS 4
DJ
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH) 51.0"x 30.Vx 65.4"
CHAMBER STORAGE 45.9 CUBIC FEET
MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET
WEIGHT 75 LBS.
STUBS A' LOP DF END CAP FOR STUBS A" BCHUU 0: ND zA°
PARTS NUMBERS ENNN3 WITH FOR PARTS NUMBERS END,Ni .
-B'
2
PART tJ
SC740FFT-%T
CHAMBERT�T
9C 740
PIPE 5
6 h (t50 rtj
--
- --
A 8
0.90 h (Z77 mm) 3E5 h (95; m l
--�-
--
C
&50 h (4701)"
WA
T --�
D
WA
OSO h (13 mmji
SC740@E068
8C710EPE12T
x 710
x 710
B h (150 mn)
--
0.90 h (277 mm)
-- �
f 3B5 h
-.�(96 rnr_v)I
12 h (300 mm)
ALTO h (373 mm)
17.70 h (196
mm)
WA__-
CBC740fFPE12B
x 710
f x 740
12 h (300 mm)
- --
j 15h (974
1.70 h (373 mm)
7.7p n (1B6
-1-20-W(30 mm)
�SC710EPE1ST
036 h (2B3
.001n (229 mm)
! WA
&C740�Et6B
SC7400%IST ,
x 740
SC 740
15 n (375 mm)
1 16 h l 460
-_-
0.40 h (167 mm10
9.70 i ( 60 )
__
36 h (263
(272
WA
00 (177 mm)
WA . -..
130 ' .mnn 33
WA
1.60 h (41 mmj
SC710�E188
x 71p
16 h (460 mm)
0.70 in (500 mm)
0.72 h (272. ___
9C74019PE268
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x 740
---
n h IWO )
- -
LM in (470
-
94511 (240 mm
WA 0.10 in (3'R7)
NOTE ALL DIMENSKINS ARE NOMINAL
ALL STUBS, oXCE, FGR THE * FUR II1L 50310E Pf 17B ll-F i7" STUB I.FS
SO. �E PF t29
AN- .-C74�EPE24B ARE BB.OW THE BCITOM 0'r THE ENT) CqP
Pi ACED AI BOIIOM OF END CAF APPROXIMATELY U.25 ". ' H !I,E SC /4OFP -24B
SUCTH THAI T7�F TUTS. DE DIAMETER 111C 24 S:Ud JCS Dt UN r'° BOTTOM
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STORM STR. '4
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2"x2" ECCE R!C
MAN FOLD
--------------------
--------------------
PRt EAB STORMFECH
- 24 BOTON INVERT END CAP
/SC740EPE24B)
i
-24" CC NECTION
STORM STR. '4
a2' -3^
2"x2" ECCE R!C
MAN FOLD
1
I" CONNECTION - 7 CHAMBERS C 8j.4" 2'' -G' /122' -6 VJI _ ti EN,') 4�5- - - - - -
% - - 0000 -- 2C CnAMBERS @ 35'.4 :42- - „ - F\ S 0000 -
_ _ 4' �i4�" ' W A _ - -_+".- PR: A-? - ^RM,FCH
RE -- -FAQ T RN TE . _ 2, P iNJE R END CAP
2' BoTTcM N✓ END AP / STORMTECH CHAMBER LAYOUT (SC 4 1EPE12T)
(S,74CEP112B) TYPICAL 8 LOCATIONS
GENERAL NOTES:
CONTRACTOR SHALL PROVIDE CAMERA iNSPECTIDN OF UNDERGRO' ND DETENTION
F,
CLAMBERS. c
_ S. fv P
S T T.
C
ON
�'1A �
LL B� F"; PLACEMENT tMM L, A1�LY AFTER PLAC�MEN7 GF
GRANULAR FILL OVER WAS ED STONE. INSPEC i0N SHALL RESULT IN VIDEOTAPING
ENTIRE LENGTH OF EACH ROW. NSPEC iO'N TO BE ACCOMI' iS Fp IN THE
PRESENCE, AND AS DIRECTED BY THE ENGINEER.
2 CONTRACTOR WILL CONDUCT A PRE- iNSTAL LATiON MEETING FOR NSTALLAT:ON OF
TILE STORMTECH SYSTEM. MANDATORY ATTENDANCE By STORMTECr.. REPRESENTATIVE,
STORMTECH INSTAL FR, CONSTRI_I ;TION MANAGER, AND E\3.NEER.
3 vRM'E WILL
L r R0 -`E A M NIMIM 8 HOUR OF CCP S RUCT ON CBSERVA'!OV
4 INSTALLER ER M',S: STR,C. Y ADHERE TO CONSTRJC :ON DRAWINGS NISTALLA:TION
,INSTRUCTIONS, INSTRL ' TIONS DETAILED AT THE PRE NSTALLATION MEETING, AND
DIRECTIVES BY STORM ECH DURNG THEIR CONSTRUCTION OBSERVATION.
5. GRADATION CER:IFICATONS SHALL BE SUBMITTED FOR AL!_ GRANULAR MATERIALS
USED IN STORMTEC INSTALLATION.
6. USE OF NON - SPECIFIED GRANULAR MATERIALS WILL RESULT IN R JECTICN OF
TI-S INSTALLATION,
NOTES:
A' _ DESIGN SPr' !F:CAT NS FOR STORMTECH' CHAMBERS
SHHiL BE iN ACCOkDANCE W,�H THE STORMTECn DESIGN
NANUA_
2. THE NSTA LATION OF STORP)TEC : CHAMBERS SHAL_ BE 'N
ACCORDANCE VVITH THE LATEST STORMTECH INSTA: LA7!0N
INST R; CT',ONS.
3. HE N- RAC''CR IS ADV S ",T' 7 RT V'` W AV')
G S7,A(t THE I S.A'_sT vN iNS'RUCT,DNS PR OR TO
EE ,,N NG SYSTEM INSTALLAIF A. CAL_ 1- 888. 892,2694 OR VIS17
WWW STORMTECH.COM TO RECEIVE A COPY' OF 7HE
LATEST
S- uRMTECH IP4STALLAI;OiV iNS7RUCTI0NS.
1
HOLEY MOL EY .SAYS
"DIG SAFELY"
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"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800 -.382 -5544
CALL TOLL FREE
SCALE: 1 = 2C'' PER INDIANA STATE LAW IC8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
n LOCATION SERVICE TWO (2) WORKING
v 10 20 4C DAYS BEFORE COMMENCING WORK.
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