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Oregon <br /> DEQ Approved Product Descriptions .. <br /> EZflow is approved in Oregon by the DEQ and the ing for standard 2 foot wide gravel <br /> Uniform Building Code Division. trenc xam , • he sizing for <br /> a o foot gravel trench re ' es 100 <br /> DEQ approvals include: inear feet of trench, the 1201 s- <br /> • Standard disposal trenches tern will be sized at 100 linear feet. <br /> • Capping fill systems 1 201 P GEO <br /> • Sandfilter gravel-less absorption trenches . .\ <br /> • Seepage trenches v v°v° v o v v o t <br /> • Steep slope systems . 070V . °°°° ' <br /> v 1 <br /> vv • v° Curtain drains t °o' �11� Vv v <br /> ' <br /> • Tile dewatering systems 12 o° '4TM 'a° <br /> v�R <br /> • Pressure distribution systems �t=rr- <br /> p! .717 <br /> VV VVV;VVVVVV . VV <br /> V V V V V V V V V V V V •V V <br /> Building Code approvals include: °° ' V V V V V V V V V V °V / <br /> • Foundation drains �--12"-24—► <br /> • Roof drain systems Figure 1. <br /> 1. Standard Disposal Trench . The 1202H Evaluation: ---' <br /> A. The 1201 P/1201 P-GEO Evaluation: The 1202H drainfield system(tw .�1'2 inch <br /> a. The 1201 P drainfield system consists iameter cylinders)may be d in a hori- <br /> of one, 12-inch diameter cylinder zo al configuration i in a 24 inch wide <br /> across the bottom of a trench 12 to disposa . The cylinders shall be <br /> 24 inches wide. The 1201P cylinder placed side-by-side and in contact with <br /> contains aggregate and a four-inch each other. Serial distribution methods <br /> diameter perforated flexible plastic limit the maximum effluent depth to no <br /> pipe as is typically used in septic sys- more than 6 inches higher than the invert <br /> tern drainlines. The pipe shall be cer- level of the perforated piping within the <br /> tified as complying with ASTM F 405 higher trenches. The minimum backfill <br /> Heavy. Duty. The netting for central depth is 6 inches when equal distribution <br /> cylinder is tied off at both ends of the methods are used, and 12 inches with <br /> pipe. The pipe may be connected by serial distribution methods. The EZflow <br /> an internal coupling device to allow brand 1202H will be sized at the same <br /> continuous flow from one section to required linear foot sizing for standard <br /> the next. 2 foot wide gravel trench. For example, <br /> if the sizing for a two foot gravel trench <br /> b. The difference between 1201 P and requires 100 linear feet of trench, the <br /> 1201 P-GEO is the GEO filter fabric. 1202H system will be sized at 100 linear <br /> The top of the cylinder contains a feet. The cylinder with pipe may be in- <br /> filter fabric pre-manufactured in be- stalled on either side within the trench. <br /> tween the netting and aggregate. <br /> The fabric is inserted to prevent soil <br /> intrusion. The installer shall make <br /> sure the fabric is on top before final 1202H Horizontal System <br /> back-filling. <br /> c. Site, soil and design requirements of °°°o <br /> • vvov • <br /> the 1201 P system shall be the same — °°°°v <br /> o v =irT,. =1C=,.. •°v <br /> as required for the standard stone °° -``fr��,—'�''R° '-r�� °° <br /> 1 n v v • -_ IG-J1]C=11—I',, v v <br /> • v v =p=11.-11. =11=11—�-1 v v <br /> filled disposal system (containing v°V.T1 „?r,r�� ����1 <br /> drain media 12 inches deep) as de- °v -J °° <br /> scribed in OAR Chapter 340, Divi- ov`° °°vv°°v°°°°°vv°v °v <br /> vov •ov <br /> sions 71 & 73. `— —IP. <br /> Figure 2. <br /> d.The EZflow brand 1201 P will be sized <br /> at the same required linear foot siz- <br /> 3 <br />