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<br /> LIFTING STRAP '.�--�1--L=-(TYP.) •„RISER CONNECTION(TYP.) RISER 1G-
<br /> „?..7�y iri �•� M r, I�'r41 `.�� FERNCO COUPLER 7.3[185]MIN INLET I
<br /> r'� I^^ � FOR SEWER ACCESS 10.3[26)MIN OUTLET � CONTINUOUS
<br /> A 111 I =III '-=�•h �����I�II � '�I�• �4� A� CONNECTIONS PORT RIM i ELASTOMERX:
<br /> /� I I b'� � /y . syi 1 It TANK TOP
<br /> i GASKET
<br /> Is O r O O 1�.41 I L'I �.. 1 / ``' j �1' 61.77ANKa o o o 0 4 I o 0 0 ✓r�I _(1,5671 INTERIOR / I -'10� SEAM CUP
<br /> '14W4 0 •�� O / ' .l O �I' WIDHR - INLET/OUTLET \�\. ( )
<br /> TEE PERIs q.�1� ' ,' ���r1I CONTINUOUS TANK ALIGNMENT '}
<br /> {�1 , i! ELASTOMERIC INTERIOR OAR 344DOWEL(46)i7:0, 1 pi
<br /> � � TANK BOTTOM
<br /> t` ��__L.11217... INIIMPOIL410111.1.__.1111 - . �* I�_�i�i r GASKET � �5 HALF
<br /> ®PIPE PENETRATION SECTION DETAIL 0 MID-HEIGHT SEAM SECTION DETAIL
<br /> I 175.6[4,460)EXTERIOR LENGTH
<br /> TOP VIEW TANK EXTERIOR VOLUME PARAMETERS STRUCTURAL DESIGN LOADS
<br /> LENGTH 175.6[4,460) TOTAL CAPACITY 1,785 gal[601 LI HYDRAULIC 62.4 pet
<br /> WIDTH 61.7(1.567J PRIMARY VOLUME' 1,608 gal[8,067 L] HYDROSTATIC 62.4 pet
<br /> HEIGHT 54.5 j1,3841 INCREMENTAL VOLUME 354 galln[48.31rcm] EARTH 600 pet
<br /> 0 24.0(610)ACCESS PORT (average) WHEEL-LOAD 2,500 roe
<br /> WITH LOCKING LID(3) WATERTIGHT 'BELOW 47-INCH INLET INVERT WITH 3 FT OF COVER
<br /> 'MU' ,���,r-----PENETRATION OUTLET
<br /> TANK IS NOT TRAFFIC RATED
<br /> 0 4(102]SCH 40 RISER
<br /> PVC OR ABS
<br /> INLET TEE DOSING ASSEMBLIES PER
<br /> 28.6%AIRSPACE SCREEN OR VAULTPER
<br /> IJLJ ! ! I!_J
<br /> OAR 340-073-0055 wHEIGHTS SHOWN FORFOUR BEDROOM FLOW OF 450 GALLONS PER DAY.
<br /> i 1
<br /> III I HIGH LEVEL SWITCH CONNECTED TO AUDIBLE [t384
<br /> A --Ir 11.0 279 aboveLL 2(51]X2[51] I,. 42.0 AND VISUAL ALARM. r_cI ta ,"d'a, EXTERIOR
<br /> I 47.0 11.0[2791 below LL FIBERGLASS © a- 40.0 (1,067) HEIGHT
<br /> [1,194] I I SUPPORT [1,016) HIGH MINIMUM 33%DESIGN FLOW STORAGE
<br /> e 15.0(@381 above LL38.0 uMP LEVEL SEAM CLIP
<br /> 7.0[178 below LL (TYP.) PUMP 965PROVIDED BETWEEN HIGH LEVEL ALARM
<br /> 0.2 f6J WALL ] dUMb ON ALARM SNATOH AND INLET INVERT(150 GAL REQUIRED, IT'7P•)
<br /> STHICKNESS I OFF 165 GAL PROVIDED).
<br /> �s , ' 1 MAXIMUM 20%DESIGN FLOW PER PUMP DOSE LIFTING STRAP Li. ii r4
<br /> (90 GAL.MAX.ALLOWA: .c . ••OVIDEO). (TYP.)
<br /> SECTION A-A' 10 POFF /�n/I/ END VIEW
<br /> SINE LJ9 LEAVITT&ASSOCIATES
<br /> Et NOTES: ENGINEERS,INC.
<br /> 4p,.� 13076P 9 STRUCTURAL•CIVIL
<br /> e1. TANK NOT RATED FOR VEHICULAR TRAFFIC,A 2500-lb WHEEL LOAD IS HE MAXIMUM CAPACITY. SURVEYING
<br /> 2. ALL RESIN USED IS COMPLIANT WITH IAPMO STANDARDS.THE TANK WILL BE IAPMO CERTIFIED. �� / ! / /
<br /> a 3. CAPACITYTANK ,MAXIMUM BURIAL DEPTHKINGS INCLUDE: ,INLET, ND OUTLET TURER NAME, EL NUMBER,DATE OF MANUFACTURE.LIQUID OI �C•p ON�t� t1E FIRST STREET 4Q17a7.o NAP A.] )4 1
<br /> 4. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING WRITTEN IN ENGLISH,FRENCH v �N�
<br /> Y &SPANISH:"GANGER DO NOT ENTER:POISON GASES." ` ISOMETRIC u `''T 19,19 '`A`
<br /> T 5. MAXIMUM BURIAL DEPTH IS 36 in[914 mm].MINIMUM BURIAL DEPTH IS 6 In[152 mm]. ♦ VIEW ��4, Q�\ p' 1 •�®p �y
<br /> 1 6. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]UNLESS OTHERWISE NOTED. RFESE�� �I\I FI L G Y\0•YTO R`
<br /> c 7. SEE INSTALLATION INSTRUCTIONS PROVIDED AT:vnrw.infiltralorsystems.com. //,/1,.,; %_>-�� - - p1 c1 tanks
<br /> 8. A WATERTIGHTNESS TEST IS REQUIRED PER OAR 340.0730023(3).TESTING SHALL BE CONDUCTED BY fy T
<br /> • FILLING THE TANK TO A POINT AT LEAST 2 INCHES ABOVE THE POINT OF RISER CONNECTION TO HE TOP .'I F � jam. XP1D'TION DATE: 12-31.201�{ INFILTRATOR SYSTEMS INC.
<br /> OF TANK.DURING THE TEST THERE MAY BE NO MORE THAN A ONE-GALLON LEAKAGE OVER A 24-HOUR �)(jl /' /�'�"•����4! ' /1
<br /> PERIOD. 1 1 �� /' ��� %�"s'�- 4 Business Park Rd.Old Saybrook,CT 06475
<br /> 9. INLET AND OUTLET FITTINGS MUST BE INSTALLED PER OAR 340-73-0025(7). i‘`�!`t^� 111[„.I /(/``////� ��� �'_ (800)221-4436
<br /> 10. THE RISER COVER IS LESS THAN 50 POUNDS. `�`I { '^(e F '4�•1\
<br /> ° 11. REFER TO INSTALLATION INSTRUCTIONS FOR EXCAVATION,BEDDING,AND fiACKFILUNG REQUIREMENTS. 1 1\ �/ '�1\�, Oregon IM-1530
<br /> 12. ANTI-BUOYANCY CONTROL MEASURES MAY BE REQUIRED TO RESTRAIN THE TANK IN CONDITIONS s t t;'� ++( \V' 1� l 1-Compartment Dosing Septic Tank
<br /> ' WHERE GROUNDWATER IS HIGHER THAN 36 In 914 mini ABOVE HE BOTTOM OF HE TANKAND BACKFILL �‘t`I .V 1 �� ,
<br /> B OVER HE TANK WILL BE LESS THAN 12 In[305 mm]DEEP.REFER TO TANK INSTALLATION INSTRUCTIONS SIDE INLET! '�1kt(�•••1 _--)11/•r, Drawl JLB Data 10/08/2013
<br /> s FOR CONTROL MEASURE OPTIONS AND DETAILS. OUTLET(TYP.) `�,,,�P//J.' :N�,os�,� Eby DJL Sheet 1 Of 2
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