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INSTALL 48"DIA.SD MANHOLE#1 UNDERGROUND INFILTRATION BASIN  - GAMRADT
IN(SWV=4829.36 REQUIRED STORAGE.749 CIF BOZEMAN"� ?'- No.40758PE h
12-IN IN(SW)=4826.00 •f \ W=
INSTALL 10 EACH,CHAMBERS,
STORM-TECH 6"DIA.INSPECTION PORT O p =}�'�'
12"INV OUT(E)=4825.90
INFILTRATION CHAMBERS, INSTALL PER DETAIL HIS PAGE
SEE DETAILS(THIS PAGE) Orate
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STA 1+24,17.0'LEFT �„s
INSTALL NEW STORM INLET#2
TBC=4829.51
12"INV IN=4826.16 DRAWN BY:
12"INV OUT=4826.06
CHECKED BY:
APPROVED BY:
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DATE:
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INSTALL 7 LF OF 12'SCH.40 PVC
' PIPE @ 1.00%SLOPE
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INSTALL 31 LF OF 12"SCH,40 PVC COVER ENTIRE ISOLATOR ROW WITH ADS > 0.
PIPE 31 LF F 12"NORTH GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 54
(NORTH) __ 8'(2.4 m)MIN WIDE 6"DIA.INSPECTION PORT :
SG740 CHAMBER SECURE WITH 30"SQUARE POURED IN w
PLACE CONCRETE COLLAR 8 CAST IRON ❑
1 MONUMENTBOX
STA 1+18,5.5'RIGHT
6"WATER MAIN XING \ y«yr � e t.en,
T.O P.ELEV=4823.34
_ MAINTAIN 18.MIN.VERTICAL / }'� $p.' Vey ty� dt y 1 z
SEPARATION ,.b^ � mA ' 1 e " P& - �hw'fi'. kD^ " t y �,
"'t s E 2 8 3 F ��+r 1
/ 1 ---- o �� �o-4y fiS-t ��'•�'t4 �.�y�t D t �+�.a�'s' �t V'1`' '"`" VUM�"'� �..y SC-740 END CAP M
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STA 1-16,17.0'RIGHT 18"SUMP W W O
INSTALL NEW STORM INLET#1 18"HDPE ACCESS PIPE REQUIRED USE TWO LAVERS OF ADS GEOSVNTHETICS 3111 WOVEN I. 0
/ TBC=4829.47 I FACTORY PRE-FABRICATED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS ❑ C. C
/ 12"INV OUT=4826.47 PART#:SC740EPE24B 5'(1.5 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS O Z 2
s STORM TECH SECTION VIEW 5- 54
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SC-740 TECHNICAL SPECIFICATION
NTS
90.7"(2304 mm)ACTUAL LENGTH I-85.4'(2L mm)INSTALLED LENGTH N
a BUILD ROW IN THIS DIRECTION (q c
ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS ��j�,IGbtiYP
START END AASHTO MATERIAL COMPACTION/DENSITY
MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT
OVERLAP NEXT CHAMBER HERE FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS COMPACT TO 95%RELATIVE MAXIMUM DRY
(OVER SMALL CORRUGATION) D FROM THE TOP OF THE'C'LAYER TO FINISH 6"OF 1.5"MINUS ROAD BASE MATERIAL PER MPWSS 02235 N/A DENSITY
GRADE
ACCEPTS 4"(100 mm)SCH 40 PVC PIPE FOR INSPECTION
PORT.FOR PIPE SIZES LARGER THAN 4"(100 mm)UP TO BEGIN COMPACTIONS AFTER 12'(300 mm)OF
10.(250 mm)USE INSERTA TEE CONNECTION CENTERED AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. ~(
ON A CHAMBER CREST CORRUGATION A-1,A-2-4,A-3 COMPACT ADDITIONAL LAYERS IN 6"(150 mm)MAX
INITIAL FILL:FILL MATERIAL FOR LAYER'C' LIFTS TO A MIN.95%PROCTOR DENSITY FOR rr ,
C STARTS FROM THE TOP OF THE CRUSHED ROCK 12"OF 6"MINUS SUBBASE MATERIAL PER MPWSS 02234 OR OR WELL GRADED MATERIAL AND 959/.RELATIVE V
INFILTRATION BASIN COVERING TO THE BOTTOM 12"OF 1.5"MINUS ROAD BASE MATERIAL PER MPWSS 02235. DENSITY FOR PROCESSED AGGREGATE
OF LAYER'D'. AASHTO M43' MATERIALS.ROLLER GROSS VEHICLE WEIGHT
3,357,4,467,5,56,57,fi,87,88,7,78,8,89,
cn
9,10 NOT TO EXCEED 12,000 IIll(53 kN).DYNAMIC
29.3" 30.0"(744 mm) (762 mm) FORCE NOT TO EXCEED 20,000 Ibs(89 kN). E_
• m EMBEDMENT STONE:FILL SURROUNDING THE 18"WIDTH
1 CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PAVEMENT W
g CHAMBERS FROM THE FOUNDATION STONE('A' NO COMPACTION REQUIRED.
LAYER)TO THE'C'LAYER ABOVE. DISTRIBUTION BETWEEN 314.2 INCH(20-50 mm) 3,357,4,467,5,56,57
CONCRETE COLLAR � O
12.2' _ 45.9"(1166 mm)-- 51.0" �7 W O
(310 mm)�1 f (1295 mm) FOUNDATION STONE:FILL BELOW CHAMBERS CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PLATE COMPACTOR ROLL TO ACHIEVE A FLAT /� a'
A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) 12"(300 mm)NYLOPLAST INLINE
OF THE CHAMBER. DISTRIBUTION BETWEEN 3/4-21NCH(20.50 mm) 3,357,4,467,5,56.57 SURFACE." DRAIN BODY W/SOLID HINGED ® d O^' CO
NOMINAL CHAMBER SPECIFICATIONS COVER OR GRATE E-E 14
SIZE(W X H X INSTALLED LENGTH) 51.0"X 30.0"X 85.4" (1295 mm X 762 mm X 2169 mm) PLEASE NOTE: �`�i��`�i��i��`�yy�' PART#2712AG1 ON O (]y
CHAMBER STORAGE 45.9 CUBIC FEET (1.30 W) 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, CONCRETE SLAB '��� r=��� = I'�=�� SOLID COVER:1299CGC
/ s
MINIMUM INSTALLED STORAGE' 74.9 CUBIC FEET (2.12 M-) ANGULAR NO.4(AASHTO M43)STONE". 8"(200 mm)MIN THICKNESS ii iili�lrn��oi ���ii_col GRATE:1299CGS W O
WEIGHT 75.01bs. (33.6 kg) 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
,J 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION z
'ASSUMES 8"(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS A III p' EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. FLEXSTORM CATCH IT d
PART#6212NYFX 10"(250 mm)ADS N-12 � I-ti
WITH USE OF OPEN GRATE HOPE PIPE �W IN .--I
V O
1 10"(250 mm)INSERTA TEE Q
B PAR1 T E-
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL INSERTA TEE TO BE CENTERED
AROUNDAROUND CLEAN,CRUSHED,ANGULAR STONE IN A 8 B LAYERS ON CORRUGATION CREST
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" C SC-740 CHAMBER
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH-r' O
PART# STUB A B C \ E-I
SC740EPE16T/SC740EPE06TPD 18.5(470 mm) --- PERIMETER STONE , \ \ 4\ \ ,\ \ \ D t v ` U)
6"(160 mm) 10.9"(277 mm) (SEE NOTE 6) > > >>� A `� t ���� '� MIN.COVER
SC740EPE068/SC740EPEO6BPC - 0.5"(13 mm) II��/ill _ II��_I261I I� III_I� III/I IIT/I(,'a=�II;� 72" N
SC740EPE08T/SC740EPEOBTPC 16.5"(419mm) 9 OF3/4'WASHED ROCK SC-7401NSPECTION PORT DETAIL !�
8"(200 mm) 12.2"(310 mm) ELEV.=4828.35
SC740EPE08B/SC740EPEOBBPC - 0.6"(15mm) NTS W
SC740EPE10T/SC74OEPE10TPC 145(388 mm) --- EXCAVATION WALL
10"(250 mm) 13.4"(340 mm)
SC740EPE108/SC740EPE10BPC 0.7"(18 mm) (CAN BE SLOPED OR VERTICAL) " � � � � � 30"
SC740EPE12T/SC740EPE12TPC 12"(300 mm) 14.7"(373 mm) 12.5"(318 mm) ICI III Ilq lil IIII - (760 mm)
SC740EPE12B/SC740EPE72BPC - 1.2"(30 mm)
15 18.4"(467 mm) 9
ELEV=4825.85SC740EPE15T/SC740EPE17P
SC740EPE158/SC740 (375 mm)
- 1.3"(33 mm) I I-II I _ A ELEV.=4825.35
SC740EPE18T/SC740EPE181PC 5.0"(127 mm) - �T- T II-II II=1
18"450 mm 19.7"500 mm END CAP -I III-III-I III-III-III -I ICCII --I -III-III-=1I IppII -II I-
SC740EPE18B/SC740EPE18BPC ( ) ( ) - 1.6"(41 mm) k LS�J�I - - - - ."I I [ III T TR T[FI IIM 6"13/4'MINUS WASHED ROCK
SC740EPE24B' 24"(600 mm) 18.5"(470 mm) - 0.1"(3 mm) III SC-740 III II-' -IILIII IIJI IL-II 6,
ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF 12"(300 mm)MIN SUBGRADE SOILS (150 mm)MIN 51"(1295 mm) 12"(300 mm)TYP
THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT (SEE NOTE 5) SHEET No. 5
1-888-892-2694.
`FOR THEMATERIAL
SC740EPE24B THE BE REMOVE STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75"(44 mm).
-FOR
H MATERIAL SHOULD BE REMOVED FROM BELOW THE E B STUB SO THAT THE FITTING SITS LEVEL.
NOTE:ALL DIMENSIONS ARE NOMINAL SD1
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