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CONVENTIONAL IN-GROUND POWTS DESIGN <br /> With DOSE CHAMBER <br /> Residential Application <br /> I / 1 E Ind/nexand <br /> //1�Title page <br /> Owner's name: Ro6eA ku, gakr <br /> Owner's address: 788() x' SE <br /> 56. ku MIJ sS /z 5 6204 <br /> Site Address: /X57 .4/srE6 Qc&= 40d <br /> Legal Description: &rE of (5;u 4r3, 5ec-6r,�- 13 T3y AJ 0-1414) <br /> Town: RUSK. <br /> County: SoenCtl- <br /> Subdivision Name: W/A Lot No. Block No. <br /> Parcel Identification Number: 024- 3115 - 02.0 <br /> Page Index <br /> Page 1 Index and Title <br /> Page 2 Plot Plan <br /> Page U-3o Distribution Cell(s)Cross Section <br /> Page 4 Dose Chamber Cross Section (with ST& filter specs) <br /> Page 5 Pump Curve and Specs <br /> Plage 6-10 Maintenance, Management and Contingency Plans <br /> Plumber Name: M rCjl es� 4. Q Y Credential No. 2 30 9 4 <br /> Plumber Address: k) 72 e�5 Cot.+r-6.1 eoact <br /> S>°CO�tIEK W/ <br /> Signature: .Stq,,w <br /> Date: /Z AAA ✓ 2010 Phone No. 715' 63$ 9755 <br /> Designed Pursuant to the: <br /> In-ground Soil Absorption Manual for POWTS Version 2.0 SBD-10705-P(N.01/01),and <br /> SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(0 1/8 1) <br /> Page 1 of 10 <br />