|
i Engineered stamped plans on file •
<br /> LIFTING LUG(TYP.)
<br /> LIFTING STRAP(TYP.) . B T RISER CONNECTION(TYP.)
<br /> •.I►I.-��-'-ww- -wer^_wv-'-wr- . _v •,_w _,-v.-„ RISER
<br /> *1!' OJO
<br /> ? UA d• f1 ) FERNCO COUPLER 7.3[185]MIN INLET
<br /> FOR SEWERA10.3[262]MIN OUTLET CONTINOUS
<br /> A I , cold ,, CONNECTIONS PORT RIM 0
<br /> ELASTO ERIC
<br /> - �� ' TANK TOPHALF I
<br /> GASKET II �I [167] INTERIORSEAM CLIP
<br /> EXTERIOR INLET/OUTLET (86)
<br /> lu IWIDTH TEE PERALIGNMENTNUOUS TANK OAR 340- DOWEL�. I _ 1= ELASTGASKET INTERIOR O a)5 (46) BOTTOM
<br /> + HALF
<br /> `��t, Ili [�`�,_i�. 1._,_.1�,.....tl�,J►r�
<br /> B ©PIPE PENETRATION SECTION DETAIL ®MID-HEIGHT SEAM SECTION DETAIL .
<br /> 175.6[4,460]EXTERIOR LENGTH -
<br /> TANK EXTERIOR VOLUME PARAMETERS COMPARTMENT A COMPARTMENT B
<br /> TOP VIEW LENGTH 175.6[4,460] TOTAL CAPACITY 1,787 gal[6,765 L] 1,191 gal[4,508 L] 596 gal[2,256 L]
<br /> WIDTH 61.7[1,567] VOLUME AT 47"LIQUID 1,638 gal[6,201 L] 1,092 gal[4,134 L] 546 gal[2,067 L] '
<br /> HEIGHT 54.5[1,384] VOLUME AT 40"LIQUID
<br /> LEVEL 1,393 gal[5,273 L] 929 gal 13,517 L] 464 gal[1,756 L]
<br /> 0 24.0[610]ACCESS PORT INCREMENTAL VOLUME WITH LOCKING LID(3) 33.0 gaUn[49.2 Ucm] 22.0 gal/in[32.8 Ucm] 11.0 gal/in[16.4 Ucm]
<br /> . (average)
<br /> WATERTIGHT
<br /> .---'1 l�+ PENETRATION '
<br /> 0 4[102]SCH 40 _ RISER STRUCTURAL DESIGN LOADS WITH 3 FT OF COVER
<br /> PVC OR ABS 0 OUTLET TANK IS NOT T FFIC RATED
<br /> lel DOSING ASSEMBLIES PER HYDRAULIC 62.4 pcf
<br /> $' INLET TEE 28.3%AIRSPACE- I I OAR 340.073.0055: HYDROSTATIC 62.4 pcf •
<br /> f1-(41---� '�1T1/TV/TWi,�il1.Iy-'iPL11 PUMP VAULT EARTH 600 psf
<br /> o PUMP ON,OFF AND HIGH LEVEL SWITCH
<br /> u ? INLET INSERT WHEEL-LOAD 2,5001bs
<br /> HEIGHTS SHOWN FOR FOUR BEDROOM
<br /> __ _ _ _ ___ RESIDENCE WITH MAXIMUM DESIGN DAILY
<br /> ----- - - l g FLOW OF 450 GALLONS PER DAY.
<br /> 'D T + BAFFLE SLOT-
<br /> COMPARTMENT I BAFFLE TOP-
<br /> L HIGH LEVEL SWITCH CONNECTED TO AUDIBLE
<br /> R r A 2[51]X 2[51] ®_ 42.0 AND VISUAL ALARM.
<br /> q7,0 `11.0[279 above LL FIBERGLASS\..., El. 40.0 [1,067]
<br /> [1,194] 16.0[406�below LL SUPPORT [1,016] HIGH MINIMUM 33%DESIGN FLOW STORAGE
<br /> f'°11.Th.,,
<br /> 0 15.0[3t11]above LL (TYP) COMPARTMENT PUMP 38.0 PUMP LEVEL PROVIDED BETWEEN HIGH LEVEL ALARM
<br /> 12.0[305]below LL BI e^� [965] ON ALARM SWITCH AND INLET INVERT(150 GAL.REQUIRED,
<br /> p 0 2[5]WALL _ --� 3 '' PUMP _ FIBERGLASS
<br /> THICKNESS BAFFLE-� OFF 172 GAL.PROVIDED). TIE WRAP
<br /> SUPPORT
<br /> WALL 1 il (TYR) 50.0
<br /> a ' ' u r 1-/1`1/r d� I- / MAXIMUM 20%DESIGN FLOW PER PUMP DOSE
<br /> [1,270]E
<br /> 90 GAL.MAX.ALLOWABLE,73 GAL.PROVIDED). AO .BAFFL
<br /> 42.4 I 31.2 I 34.2-�I 15.0 42.4 ( 5[127]ii HEIGHT
<br /> [1,077] [792] [869] [381] [1,077] AFFLE28.9
<br /> I 2/3 TOTAL VOL 1/3 TOTAL VOL -1 A/p/�//�� //.. SLOT
<br /> /7Y {��oV�� _ PORT •
<br /> BAFFLE '-D34]
<br /> R SECTION A-A' r irrf.Y
<br /> f NOTES: 'By Ralidy Teak at 9,r 0 am Jul 0 i 2015 SECTION B-B'
<br /> 0 1. TANK NOT RATED FOR VEHICULAR TRAFFIC,A 2500-lb WHEEL LOAD IS THE MAXIMUM CAPACITY. BAFFLE DETAIL
<br /> E 2. ALL RESIN USED IS COMPLIANT WITH IAPMO STANDARDS.THE TANK WILL BE IAPMO CERTIFIED. ISOMETRIC
<br /> a 3. TANK MARKINGS INCLUDE:MANUFACTURER NAME,MODEL NUMBER,DATE OF MANUFACTURE,LIQUID J�''�"!!
<br /> VIEW
<br /> s CAPACITY,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. �`� •"-
<br /> t 4. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING WRITTEN IN ENGLISH,FRENCH
<br /> sg 8 SPANISH: 'DANGER DO NOT ENTER:POISON GASES." ._ ppgg "]�
<br /> Y 5. MAXIMUM BURIAL DEPTH IS 36 in[914 mm].MINIMUM BURIAL DEPTH IS 6 in[152 mm]. ftriti,-&-i--------- --.-„.._1 c�;� r FIE.,6 6c 6. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]UNLESS OTHERWISE NOTED, 1 �. !�� 3��.�,,_, tarks
<br /> OIT
<br /> 1 7. SEE INSTALLATION INSTRUCTIONS PROVIDED AT:www.infiltratorsystems.com. 111� / /�!i}.,ice - Y$ 8. A WATERTIGHTNESS TEST IS REQUIRED PER OAR 340-0730023(3).TESTING SHALL BE CONDUCTED BY ``i(lir /tir--,*--
<br /> ,4'./• ir, INFILTRATOR SYSTEMS INC.
<br /> FILLING THE TANK TO A POINT AT LEAST 2 INCHES ABOVE THE POINT OF RISER CONNECTION TO THE TOP ``` -. I , 1 4 Business Park Rd.Old Saybrook,CT 06475
<br /> IiI OF TANK.DURING THE TEST THERE MAY BE NO MORE THAN A ONE-GALLON LEAKAGE OVER A 24-HOUR ��1��1 �� /� (B00)221-4436
<br /> SPERIOD. - WI'.;'•, / 1��111, � /z 9. INLET AND OUTLET FITTINGS MUST BE INSTALLED PER OAR 340-73-0025(7). <<��. � 11�:„.1 Oregon Oregon IM-1530
<br /> 6 10. THE RISER COVER IS LESS THAN 50 POUNDS. SIDE INLET/ .,NI\ ,111, Single Compartment Partitioned
<br /> 11. REFER TO INSTALLATION INSTRUCTIONS FOR EXCAVATION,BEDDING,AND BACKFILLING REQUIREMENTS. OUTLET(TYP.) I11 ]e/ri.'
<br /> v 12. ANTI-BUOYANCY CONTROL MEASURES MAY BE REQUIRED TO RESTRAIN THE TANK IN CONDITIONS - `�,�// Septic Dosing Tank
<br /> WHERE GROUNDWATER IS HIGHER THAN 36 In[914 mm]ABOVE THE BOTTOM OF THE TANK AND BACKFILL Drawn by: JLK Date: 0
<br /> OVER THE TANK WILL BE LESS THAN 12 In[305 mm]DEEP.REFER TO TANK INSTALLATION INSTRUCTIONS J(02/2015
<br /> I
<br /> ki FOR CONTROL MEASURE OPTIONS AND DETAILS. Scale:wor TO SCALE Checked by:DJL Sheet 1 of 2
<br /> a
<br />
|