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j5 O.67962/74- te-w T <br /> P��.��SG <br /> Mackey Ln. <br /> RECEIVE® sr <br /> P/L 80' <br /> FEBFED 2 6 2024 s•AT,c&0S,°� <br /> Proposed • I <br /> Driveway - - S <br /> 30' ��-v ,\ <br /> • Elevations: ) Tlin Fuhdnun <br /> { W.10199]50 <br /> E.plmn$/]1/2024 <br /> • <br /> Ground surface at the Tank: 100' <br /> Top Of Tank: 99.5' o 4 a <br /> Tank Outlet Invert: 98.33' a ' 7 `� <br /> • Proposed N v <br /> • p Line 1 Outlet Invert: 94.71' c Q a <br /> three Line 2 Outlet Invert: ° 91.92' <br /> bedroom Line 3 Outlet Invert: 89.75' <br /> SFR 56' <br /> v <br /> M v <br /> ~ N <br /> '--i ,--1 v j (M O <br /> /STATECERtIFIED/ a o x U L-1 P-4 Waste Water Specialist CI <br /> :r" EH-W10147892 a O Q <br /> 1 et: <br /> i7 0O �O <br /> 5 10' - VI ; 0al .6 o 'o w <br />. 4 Kimberlee A.Aldrich rzt: G Q o <br /> 10' 51 3/bktY Z. <br /> 3o- <br /> 21% l0' woo Gal Waite F-' <br /> Slope 30, Septic Tank C.) <br /> 5 W 0 P <br /> cn ° o <br /> TP 10' (tilb. <br /> Eii <br /> 0 10 20 ter+ x x <br /> P/L 80' in-20' 2 Q 1 <br /> 1 <br />