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• <br /> General Notes: WILAMETTE Godt's76NE INC. <br /> Tank Volumes: Total Volume:1810 gait <br /> 118"Top Operating Volume:I505 call <br /> Average unit volume full depth:35.8 gal./i^A P.O.Box 78/6 <br /> Unit volume at typical operating depth:35.8 ealfin.1 EUGENE,OR 9740/ <br /> l Loads: Top-400psf <br /> F rT �1 lateral Load-62.4 pet PHONE:541-726-7666 <br /> - -----i F -( Concentrated Wheel Load-2500lb. <br /> 3"Top of wall,typical I I The septic tank shall be capable of withstanding long-tens hydrostatic loading,in addition to the soil loading, <br /> due too water table maintained at ground surface.Soil Rearing-1500 psi(re-evaluatesyryart base Ifsail <br /> Access Riser 1 1 bearing to Less or unequal) <br /> I 1 <br /> Seep Ring: Access Port: i Concrete: The walls and bottom slab shall be poured monolithically. <br /> Approved watertight Beep 18"Diameter minimum, Reinforcing steel shall be ASTM A-615 Grade 60,fy-60,000 psi. <br /> ring or equivalent method - - - Position access so that outlet I I <br /> fittings are fully exposed;role I I � + The concrete shall achieve a minimum compressive strength of4,000 psi in 28 <br /> Wei / \. for inlet when a river is used 1 1 �I_�-Ah days:fc'-4,000 psi.Concrete shall be ready mix with cement conforming m <br /> I1 ■ 1 ' 1 % r'I 1 outlet ASTM C-150,Type R.There shall be a content of not less than six and one half <br /> ��Il,II'N'I\• ,f ig"1.. — 75°To (612)sacks per cubic yards and maximum aggregate size of3/4 inch. <br /> tl�, / \C�i�iJ��I p Water/Cement ratio shall be kept below 0.4,(W:C 0.35t).Air-entraining c �.� agents and fibrous reinforcement will enhance workability,curing and <br /> Coupler: '\ / Access Port: �,. watertightness of the tank;however,their usage is optional. <br /> N d/or �./ 6"Diamaerminimum; \.� <br /> approved <br /> watertight equivalent <br /> Position access so that Tanks shall not be moved from the manufacturing site to the job site until theII <br /> inlet fittings are fully 5"t tank hoc cured for seven(7)days,or has reached two-thirds of the design I <br /> Acceas Port: exposed strength.Proper curing techniques must be used to ensure watertight tanks. <br /> 8"Diameter minimum; <br /> Position access so that Installation: stataofOegoon n-ite rules 7and ll n tanks cshall <br /> th <br /> 340-7173.All beset level an a minimum 3 inch thick <br /> compacted sand or approved granular bedding overlying a firm uniform base.The base shall be stable and <br /> le. L_I {�I uniform in order to ensure equal bearing across the tank bottom.Installations with 30 inches or less of ground <br /> 1 cover may require additional buoyancy considerations as described in the manufacturers instructions.A <br /> minimum cover of 12 inches is required over the tank in areas subject to occasional light wheel loads. <br /> Top View Teat: Tanks shall be tested and certified watertight per Oregon On-Site Rules 340-71 and 73. <br /> Dosing: Dosing volumes not to exceed maximum limbs set by Oregon on-site talcs 340-71 and 73.Maximum percent <br /> of projected daily Row:10%to sanditltem or 20%in other applications.Maximum discharge rate from single <br /> Wiser and Lid: compartment dosing septic tank 30 gpm.Float and dosing levels may my within the limits ofshe onsire rules. <br /> 24"Dirt ebbed PVC riser wfatching lid and Tank Markings: Place marking on the upper most surface over the outlet. <br /> polyurethane gasket or approved Liquid capacity: 1500 gal. <br /> fl"PVC ins eetivn ore who ,30"Dia.required per 340-71-200 when Max burial depth: 4R. - --- <br /> r r p Max hake wheel):2500 lbs. <br /> depth afbury greater than 36" <br /> All risers shalt be attached Ina d Date manufactured: <br /> 8"captive PVC insert tankpermanent^^ Permit no.: <br /> adapter(bond w/PVC cement watertight manner <br /> or 2-Pan epoxy) Slope to drain away from lid Lids shall he kept securely fastened mall times <br /> . withsminters steel bola <br /> Riser/ r.Riser/Tank adapte <br /> ■ Cast into <br /> concrete top for adapting to riser. � <br /> :. (Bond the raer and adapter together w/PVC 11 <br /> cement or 2-pan perry.Spread around PVC —3" <br /> I. <br /> -1 iv11111 <br /> ` or fiberglass riser adapter.If riser cast into I-1 II: <br /> T—�r�I - I tank embed 1-1/2 <br /> I _ 4" <br /> Position access port so that sanitary tee Tin <br /> mkP ® 1), I Invert Inlet I <br /> 1111 CI.' o.-� finrngrarefidly exposedEdge ofP. <br /> W I access 3"from outside edge of wall C.)Sanitary Tee(s): —' <br /> 4"nun.Dia.Sch.40 I `2"Typ. = 1121 qj <br /> ABS,PVC or approve 18"Typ. (1"Min.) M tij <br /> (12"Min.) i ..4 .-, <br /> low EL ''— 01 7k 4h <br /> 64-12" I I5T O Wi'o, 3yin <br /> 54° <br /> v RHO"AcC .w <br /> III o <br /> W 3 <br /> v ° U <br /> 3-12" <br /> I PS 00 T N <br /> fIl <br /> 2-I2°Toper(typ) I 113" 'I -`J--12• -- e0 :-s <br /> 70" .$ <br /> 1 R e n u <br /> Side View End View a A A <br />