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TBM TOP OF SURVEY ROD = 234 FT <br />LOW POINT IN DRAIN FIELD <br />EGS=234.22' <br />BOTTOM OF TRENCH=233.22' <br />PROPOSED CAPPING <br />FILL AREA: 25'X12' — <br />SFF FIGURE 3 <br />APPROXIMATE CAPPING <br />FILL CORNER ELEVATIONS <br />.CORNER <br />ELEVATION, <br />FT <br />NW <br />234.22 <br />NE <br />234.73 <br />SW <br />234.47 <br />SE <br />235.93 <br />EXISTING SAND <br />FILTER <br />0 <br />10' 105.51' EGS = 236 FT <br />UNDEVELOPED AREA <br />If— —► PROPOSED LOOPED <br />— DRAINFIEL <66 LINEAJ FEET <br />�— —►�EXISTING DRAIN FIELD <br />OUTL�INVERT=x33.72' TO BE ABANDONED <br />N NI I INLET OF DISTRIBUTION <br />BOX 233.89' I <br />/ NEW 4" SCH 40 PVC GRAVITY <br />EFFLUENT SEWER (+/ 150') <br />EXISTING GRAVITY <br />SEWER TO BE <br />ABANDONED <br />OUTLET INVERT = 234.481 <br />GRAVEL AREA <br />66' <br />� <br />I <br />EXISTING PRESSURE <br />� �or_ <br />I <br />EFFLUENT SEWER <br />I4 <br />�TsQ <br />r <br />I <br />I <br />EXISTING FENCE LINE I <br />I <br />to <br />z � T�� r�.1 <br />A*To(c i7a <br />_ z <br />�PPir� G <br />J <br />I <br />"APPROVED FOR SEPTIC I <br />INSTALLATION ONLY <br />�, <br />Y <br />It is the responsibility of the I W <br />applicant to coordinate these <br />requirements with all others. <br />id-e,� Res I <br />3 O ( ZO f 1 <br />I <br />I <br />I o0 <br />I <br />I <br />32' <br />PARKING <br />I <br />LANDSCA ED AREA <br />I <br />EGS = 237 FT <br />STATE STREET <br />LEGEND <br />1 SLOPE TO GRADE <br />APPROXIMATE <br />PROPERTY BOUNDARY <br />Q WELL <br />W—ki— Dl ffinn 9n1Q940n45 Nnrfh—f AW- (:nnr 07(; <br />EXISTING 15010 <br />GALLON DOSING <br />— SEPTIC T NK� <br />115.55' <br />0 <br />a- <br />Figure 2: Site Plan <br />TAX LOT 1500: 1.3 AC <br />EGS = 239 FT <br />A N <br />N co z (prn <br />C7 <br />O in <br />1 m —i <br />co K <br />m <br />N > <br />n M rr <br />� n <br />W <br />Vl <br />W <br />� <br />`t <br />�M <br />65 <br />� �or_ <br />0 <br />60 CP) <br />00 <br />�TsQ <br />r <br />tv <br />o <br />i <br />7' <br />,PROJECT 2019240045 <br />NUM6ER: Northwest Alpine Gear — Drainfield Alteration <br />—: 8/27/2019 <br />DWG No: Bill Amos <br />0 40 — N — 2019240045 RGURE 2.DWG 8045 State Street <br />DWG HY: R -ECT MANAGER: <br />ZBB 1 BTR Salem, Oregon <br />1 "=40' REVISED: ® ras CASCADE EARTH SCIENCES <br />A ... at 29. 2019 78703548 <br />