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<br /> SC-740 SYSTEM NOTES 5.52' • m
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<br /> 11.00' / 25.25' PAVEMENT PER PLAN Z
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<br /> 1. STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE ^/\� \ _
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<br /> CLEAN, CRUSHED, ANGULAR AASHTO#5 j `�j /''" \/�j40 MIL HDPE IMPERMEABLE //,/. j' %/' j j/ �/�• . = W Q
<br /> MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A t,
<br /> PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. STONE EXTENDED TO EXCAVATION WALL \/�\//\//\// <\/.\MEMBRANE , , , C /\// /A\�/\ �\ A\ /\ /\ Z
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<br /> 2. MANUFACTURERSTORMTCTINSTRUCTIONS CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH N NON-WOVEN GEOTEXTILE OVER IMPERMEABLEr_• f e,.X•Y �Ys r 0
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<br /> ^^ EXCAVATION WALL, CAN .� I I // �- • ; M •
<br /> A DOZER OR AN EXCAVATOR BE SLOPED OR VERTICAL r\ ' I! \ n •3. SHAMTED AREVER TOT TO BEBACKFILLED WITH ,'III • nn • ' INVERT Z
<br /> SITUATED OVER THE CHAMBERS. O ING METHODS: _,- -- SC-740 END CAP'/\� /\�� `y''� w
<br /> CHAMBERS MAY BE BACKFILLED BY ONE OF THE FOL W• STONESHOOTER LOCATED OFF THE CHAMBER BED. /// / ` ////�/ /\ / / /� / ' �// �� / / / \� w Z
<br /> ON THE -- ,/ \\�\ \� � \%�\%�\j\� /\ \\�\ \\�\\�\�,\ �\ g z
<br /> • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR --FOUNDATION STONE OR SUBGRADE. 12 MIN 6 MIN
<br /> EXCAVATION USING A LONG BOOM HOE COMPACTED SUBGRADE 51 12" MIN w CC
<br /> • BACKFILL FROM OUTSIDE THE _-
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<br /> OR EXCAVATOR.
<br /> SCOUR PROTECTIONw
<br /> 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO - MATERIAL LOCATION COMPACTION / DENSITY REQUIREMENT Z
<br /> PLACING CHAMBERS. FOUNDATION STONE: FILL W
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<br /> SEATED PRIOR TO 4"ADS STORMTECH INSERTA TEE A BELOW CHAMBERS FROM IN 6" MAX LIFTS, PLATE COMPACT OR ROLL TO ACHIEVE A FLAT a
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<br /> 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLYTHE SUBGRADE UP TO THE SURFACE OF EACH LIFT PRIOR TO PLACING THE NEXT LIFT. w
<br /> -- BASE OF CHAMBER O
<br /> PLACING STONE.
<br /> EMBEDMENT STONE: FILL
<br /> 6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER -- SREOENING THE 0
<br /> ENGINEER. •
<br /> FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN CHAMBERS FROM THE
<br /> _ B FOUNDATION STONE ('A' NO COMPACTION REQUIRED. 7)
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<br /> - LAYER) TO THE 'C' LAYER � Z o
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<br /> USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS b -- ABOVE. w W
<br /> 7. LIMITED: ch
<br /> INITIALHEBOTTOM OF THE IS
<br /> UP TO S BEGIN COED. COMPACT MPACTIONS TER 12" OF LAYERS IN 6MATERIAL v(50 ER E CHAXB FT S Z Z Q
<br /> • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. --
<br /> • ALLOWED RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE
<br /> SCOUR PROTECTION PROPOSED PAVEMENT TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND w V Z � �
<br /> UNTIL PROPER FILL DEPTHS ARE REACHED PER 'IF -- C SECTION, OR TO FINISHED 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. r 2 5 = v~i
<br /> MANUFACTURER INSTRUCTIONS GRADE ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs. DYNAMIC 2 Lu C• Z Q
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<br /> • CONTACT MANUFACTURER FOR WEIGHT LIMITS FOR CONSTRUCTION - FORCE NOT TO EXCEED 20,000 lbs. CC o� v
<br /> 4"ADS STORMTECH INSERTA TEE -
<br /> EQUIPMENT PRIOR TO CONSTRUCTION �'- L _ Z
<br /> __ STORMTECH SYSTEM, TYPICAL SECTION N , cmc W o Y
<br /> 8. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS THERMOPLASTIC LINERLU E
<br /> IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. -- O ~ z f
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<br /> 9. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF
<br /> THERMOPLASTIC LINER X °C N0 ed
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<br /> METHOD. _- 90.7" CHAMBER LENGTH w w OC Q
<br /> CHAMBERS IS NOT AN ACCEPTABLE BACKFILL w
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<br /> 10. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON �, 85.4" INSTALLED LENGTH a U
<br /> INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION �. 1 CORRUGATION ON THIS END 8 ocki,,, - V
<br /> °� '' i BUILD DIRECTION ♦ I OVERLAP NEXT CHAMBER O
<br /> EQUIPMENT. 14.22' 105.42' - - -
<br /> SMALLER,
<br /> OVER THIS CORRUGATION
<br /> INSPECTION & MAINTENANCE •
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<br /> STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT -o: --
<br /> A. INSPECTION PORTS (IF PRESENT) 1 START END r1 � d� ►�o G e�� O Z
<br /> Al.. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN (1 %/f ///�/ l; -- TOP VIEW SIDE VIEW w Q C m
<br /> A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED 0Fi���f����������� �� �� �/ // �� / ,.` V� aA.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF �_'� _SEDIMENT AND RECORD ON MAINTENANCE LOG `� zii.,-1'��-ADS STORMTECH ENDCAP I ' NOMINAL CHAMBER SPECIFICATIONS - U) <MI
<br /> ��� _ SIZE (W X H X INSTALLED LENGTH) 51.0"X 30.0"X 85.4" CaZ •
<br /> A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION o 12"X 12"ADS N-12 TOP MANIFOLD1 OF SEDIMENT LEVELS (OPTIONAL) I I I I I I I I I I I 12"X 12' ADS N-12 TOP MANIFOLD �, „' \ CHAMBER STORAGE 45.9 CUBIC FEET iiii1:::
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<br /> MINVERT 561.04, NO SLOPE ;i o ci rp
<br /> A.S. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF /� INVERT 561.04, NO SLOPE N ° M MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEETCL
<br /> NOT, PROCEED TO STEP ADS STORMTECH 30 NYLOPLAST C� �� INSPECTION PORT .� WEIGHT 75.0 lbs. < a
<br /> B. ALL ISOLATOR ROWS • WITH BYPASS MANIFOLD �
<br /> COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW 12.2" I 45.9" 51.0" *ASSUMES 6" STONE ABOVE, BELOW, AND BETWEEN CHAMBERS z 1 .. Lo N
<br /> B.1. REMOVE } r
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<br /> ISOLATOR ROW ADS STORMTECH ENDCAP THERMOPLASTIC LINER JLAYOUT fiz
<br /> 6.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR
<br /> ROW SYSTEM STORMTECH SC-740 DETAILS ` W
<br /> THROUGH OUTLET PIPE NOT TO SCALE U •
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<br /> i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO
<br /> SCOUR PROTECTION 131.69' 29.71' = V • t C
<br /> AVOID A CONFINED SPACE ENTRY O a�"_
<br /> ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS DC
<br /> ENTRY IF ENTERING MANHOLE cc
<br /> OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" w
<br /> B.3. IF SEDIMENT IS AT, PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" cc
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<br /> NOT, PROCEED TO STEP 3. PRE-CORED END CAPS END WITH "PC" 0 7,
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<br /> STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
<br /> # STUB A B C � ��`
<br /> A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF SC740EPE PART/SC740EPE06TPC 18.5" (470 mm) C--- 0
<br /> At
<br /> 45" (1.1 m) OR MORE IS PREFERRED 6" (150 mm) 10.9" (277 mm) - A
<br /> B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS SC740EPE06B/SC740EPE06BPC 0.5" (13 mm) 1 O �� X56200
<br /> SC740EPE08T/SC740EPE08TPC16.5" (419 mm) O S.0°sl
<br /> 8" (200 mm) 12.2" (310 mm) I 2 NAL
<br /> CLEAN -- iir-
<br /> C. VACUUM STRUCTURE SUMP AS REQUIRED SC740EPE08B/SC740EPE08BPC 0.6 (15 mm) 10IIIIIria
<br /> w14.5 (368 mm) m AND LIDS' RECORD SC740EPE10T/SC740EPE10TPC 10" (250 mm) 13.4" (340 mm)
<br /> STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, SC740EPE10B/SC740EPE10BPC --- 0.7" (18 mm)
<br /> T12.5" (318 mm) --- z N
<br /> OBSERVATIONS AND ACTIONS.
<br /> SC740EPE12T/SC740EPE12TPC 12" (300 mm) 14.7" (373 mm) - 00 �
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<br /> SC740EPE12B/SC740EPE126PC 1.2" (30 mm) >- N
<br /> STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE
<br /> ' -77777�7777777z zaz SC740EPE15T/SC740EPE15TPC 9.0" (229 mm) --- < N
<br /> STORMTECH SYSTEM. • 15" (375 mm) 18.4" (467 mm)
<br /> /\ \. `. \. \ SC740EPE15B/SC740EPE15BPC p
<br /> "�"t fei '' A� TEE OVER JOINTS 18" (450 mm) 19.7" (500 mm) --- 1.6" (41 mm) { Q
<br /> / /i\///\///,\///, DO NOT INSTALL INSERTA 5.0" (127 mm) A Z
<br /> \\/\\ .� SC740EPE18T/SC740EPE18TPC
<br /> �'" ,.• ,r. SC740EPE18B/SC740EPE18BPC
<br /> NOTES / +.��!:��+��� �,��\ *
<br /> \\//\\/' =fir; �• , \\ /VI SC740EPE24B 24" (600 mm) 18.5" (470 mm) ( ) i Z F- wI-'-'0.1 3 mm1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST . ..._. •PVC STORM \/ ' ;- �11,II�`' ALL STUBS, EXCEPT FOR THE SC740EPE246 ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF vv // IFS ,d - w zE INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT '�i"�THE INSPECTION PIPE PER PLAN \\�\\j • �Iy�►��'i�i, THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1 V p ju.i Nbc ACCUMULATION AND HIGH WATER ELEVATIONS. z�•ilfli/l ��! li�►/I1-888-892-2694. U �� L.L.1a w `�Vi \.r � ;����I'.a��l
<br /> 2. CONDUCT JETTING AND VECTORING ANNUALLY OR WHEN INSPECTION SHOWS - '�..1��
<br /> INSERTA TEE CONNECTION, //\ M
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<br /> � A�l INSTALL INSERTA TEE OVER THE * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). - v
<br /> in THAT MAINTENANCE IS NECESSARY. CONCRETE COLLAR ELEVATION PER PLAN /\ BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.
<br /> \ \ \\/ CENTER OF THE CORRUGATION
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<br /> I PLACE ADS GEOSYNTEHETICS 315 NOTE: ALL DIMENSIONS ARE NOMINAL (9 '""'
<br /> WOVEN GEOTEXTILE (CENTERED ON SECTION SIDE VIEW z Fa-- C
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<br /> 78't INSERTA-TEE INLET) OVER BEDDING SC-740 MANIFOLD STUB DETAILS w w 0
<br /> 7 STONE FOR SCOUR PROTECTION AT SIDE
<br /> H INLET CONNECTIONS. EXTEND Z
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<br /> FRAME AND COVER GEOTEXTILE 6" MIN PAST CHAMBER FOOT >-
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<br /> �����/� '�\ WITH ADS GEOSYNTHETICS 601 T j \\ \\ \\ /\\/\\/\\/ INSERTA TEE CENTERED \ 4 SDR 35 PIPES W
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<br /> _ NON-WOVEN GEOTEXTILE MIN 8'WIDTH / / / / / /�\/� • a-
<br /> INVERT PER PLAN lI I� / / / / / /\\�\��\� . CORRUGATION CREST
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<br /> �._ SHEET PROVIDED PER ADS - 30" \j\\ BACKFILL WITH CLEAN, CRUSHED, : -:r4•s / MANIFOLD SYSTEM. USE3- ADVANCE DRAINAGE SYSTEMS, ANGULAR AASHTO#5 STONE IN 12 z `" aPRE-FABRICATED END-CAP APPLY TWO LAYERS OF ADS GEOSYNTHETICS •
<br /> a ADVANCED DRAINAGE SYSTEMS,INC. ® INC OFTSoCOMPACTED TO A MINIMUM I Ill
<br /> OF 90/o PART#SC740EPE246 315WTK WOVEN GEOTEXTILE BETWEEN •t :'��•` :+_!; Y •'!Y,,!��'-.'='
<br /> co o` o s FOUNDATION STONE AND CHAMBERS. 5' MINIMUM � '� .N0d SHEET NO.
<br /> Nib �o ASSIST Q ® FOR ADS PRODUCTS, 507- 354 LAST DRAIN BASIN 20 10 0 20 40 60 w
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<br /> �� DANNY JONES (360) 507 2 NYLOPLAST WIDE CONTINUOUS FABRIC WITHOUT SEAMS �_ C-301
<br /> a, N . FOR ECH '! DANNY.JONES@ADSPIPES.COM NOT TO SCALE ISOLATOR ROW DETAIL INSPECTION PORT DETAIL
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<br /> o INSTRUCTIONS, AND REFERENCE PROJECT NO.
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<br /> 7, INSTALLATION APP �' ■ S128032 4 OF 7
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<br /> REVIEWED FOR PERMIT
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