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Relative Elevations (in feet) <br />Relative <br />Label I Elevation I Description <br />Temporary Benchmark (TBM) <br />TBM 1 324.00 ISW Comer of Asphalt Apron West of Barn (marked with white paint) <br />Label <br />Relative <br />I Elevation <br />I Description <br />Kitchen Septic Tank (1,500 gallon Waite's) <br />Al <br />367.00 <br />Finish Grade (2" Below Top of Riser Lid) <br />A2 <br />365.17 <br />Exterior Top of Tank <br />A3 <br />364.17 <br />Inlet Invert (4") <br />A4 <br />364.00 <br />Outlet Invert (4") <br />A5 <br />359.92 <br />Interior Bottom of Tank <br />A6 <br />359.67 <br />Exterior Bottom of Tank (Top of Prepared Base) <br />Primary Septic Tank (1,500 gallon Waite's) <br />B1 <br />367.00 <br />Finish Grade (2" Below Top of Riser Lid) <br />B2 <br />365.17 <br />Exterior Top of Tank <br />B3 <br />364.17 <br />Inlet Invert (4") <br />B4 <br />364.00 <br />Outlet Invert (4") <br />B5 <br />359.92 <br />Interior Bottom of Tank <br />B6 <br />359.67 <br />Exterior Bottom of Tank (Top of Prepared Base) <br />Surge Dosing Tank (1,500 gallon Waite's) <br />C1 <br />316.00 <br />Finish Grade (2" Below Top of Riser Lid) <br />C2 <br />314.17 <br />Exterior Top of Tank <br />C3 <br />313.17 <br />Inlet Invert (4') <br />C4 <br />312.92 <br />High Level Alarm <br />C5 <br />311.92 <br />High Level Override (Alternating Cycles at Increased Frequency) <br />C6 <br />311.17 <br />Normal Timer ON/OFF (Alternating Cycles at Normal Frequency) <br />C7 <br />310.92 <br />Redundant "OFF"/Low Level Alarm <br />C8 <br />308.92 <br />Interior Bottom of Tank <br />C9 <br />308.67 <br />1 Exterior Bottom of Tank (Top of Prepared Base) <br />FAST Tank (2,000 gallon Waite's with FAST 1.5 Unit Installed) <br />D1 <br />316.50 <br />Finish Grade (2" Below Top of Lid) <br />D2 <br />314.67 <br />Exterior Top of Tank <br />D3 <br />313.58 <br />Inlet Invert (4") <br />D4 <br />313.25 <br />Outlet Invert (4") <br />D5 <br />307.71 <br />Interior Bottom of Tank <br />D6 <br />307.33 <br />Exterior Bottom of Tank (Top of Prepared Base) <br />Serial Distribution Drainfield (Top Trench -Most Limiting) <br />E1 <br />313.84 <br />Minimum Finish Grade (Existing Ground Surface) <br />E2 <br />312.84 <br />Top of Trench Zone <br />E3 <br />312.67 <br />Top of Distribution Piping <br />E4 <br />311.84 <br />Bottom of Trench <br />(FT.) <br />370 <br />360 <br />350 <br />340 <br />330 <br />320 <br />310 <br />300 <br />'REUSE OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGN INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF CASCADE EARTH SCIENCES AND IS NOT TO BE USED, WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION OF CASCADE EARTH SCIENCES <br />TBM-1 324.00' <br />1W <br />Certified ProtesciotuI <br />BR WN T_ RABE <br />15259 FxP. <br />w. new-aww cy. <br />St. Innocent Winery <br />10052 Enchanted Way SE <br />Jefferson, OR <br />REV r# DESCRIPTION BY DATE <br />DES. BY 1812 <br />DRG. BY 6DJR <br />CHK. BY ,GIS00 <br />DATE 4/26/2015 <br />JOB No. P201824042 <br />CASCADE EARTH SCIENCES000 <br />.., CES <br />4 <br />SHEET <br />Hydraulic Profile <br />N 1 <br />Sewage Treatment System <br />5:\[WON g-W.g]\r+Zo/nP 2 S Innocent Winery\DWG\PT0- H-9 a/za/sora <br />