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����� � '� � �P. tip` i"F <br /> �xti y *` 1�e�w ' E a� � " W ..,". �i... 5 4 n� � '��� �sRC,`��"' I'� °�'�� St`�J 7 anti:: 1/10 B '• Observation Pipe :':':' JJl <br /> 0—K .:.r•r•:•:•:V.:*•••r•r•r•r•:•:•:•r•r.r.r.r•r•r.r.:.r•:•r•:•:•r•r• •r•r.r•�.' . <br /> • :L•L�L.L• LPL:L�L.L• yLL•L•L•L•L.L.L•L•L•L•h•L•L•L•L•tiL•L•L•hL�4L� Leh�L�•. A <br /> r• r•r.r•r•r r.r•r• r•r•r•:..•• r•r•r•:• <br /> *•r r r r r:r:r:r:r: '::r: ff'1•ff:{fl fff. f:.r:f;"::':':': <br /> W <br /> • 4:ti•L.L.L.y.h•h•h.h.L. 4.h. r•r.r•r•r.r.r.'/.r:r:r:r:r:r.r=r=r•••:::::'ry.L.f.r•h•L•h•L.h.L•L.h.h•h•h•L•L•L•h.LK•L•L.h•h• L.h.h•h•Y . •.•.• <br /> .: : : : : : : . : : : . : : : : . B : : : : : : : : : : : : : : : : : : : : •: <br /> I <br /> • L • <br /> A 6.50 ft E 9.36 in H 1.00 ft K 7.80 ft <br /> B 30.00 ft F 14.50 in I 11.66 ft L 45.59 ft <br /> D 0.00 in G 0.50 ft J 3.77 ft W 21.93 ft <br /> 195.00 (ft2) Dispersal Cell Area 544.92 (ft2) Basal Area Available <br /> 10.00 (gpd/ft) Linear Loading Rate 3.00 (ft) 1/10 B Obs. Pipe Placement <br /> bvoe�+ @ r MaaYklkaso..�a,v k. .. ..•:�`�NrA'9eCaYmv6 s•';�'r ..,w„u�,bk�,$&w5e;$�.ttt <br /> GeoMat Dispersal Area <br /> — Observation Pipe <br /> 12"ASTM C 33 sand as GeoMat <br /> required for Geo Mat Distribution Cell <br /> component 6 GeoMat+12"ASTM C-33 sand <br /> 99.41 Finish Grade Cover Material <br /> 98.28 Lateral Invert Elevation : � ..�i9�1r•._ <br /> 97.20 Dispersal Cell ♦. e, i� . Slope 12.0 <br /> Elevation <br /> Contour Elevation 97.20 <br /> dt4 Tilled Area <br /> Forcemain <br /> In situ soil <br /> In situ soil <br /> 1 I'// ) Topsoil Cap <br /> 2 L/ ' i A Subsoil Cap <br /> 3 ASTM C 33 sand (F) <br /> 4 (' ' 1 ASTM C 33 sand (D) <br /> 5 1/%",'/1 Tilled Layer <br /> 6 insim'I Geo Mat <br /> See details on page 4 for number,size, and spacing of laterals. <br /> Project: TODD RADUNZEL Page 3 of 14 <br />