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29 <br /> - NOTES LEGEND L) <br /> 1. PARCELS TAKEN FROM NC ONEMAP.TORO W <br /> TAKEN FROM INC FRIS. SITE PLAN PROVIDED ADJACENT BOUNDARY r <br /> / BY BOWMAN ENGINEERING.PRELIMINARY SOIL (n ' C <br /> INFORMATION PROVIDED BY EARTHLY BOUNDARY(PROPERTY) LU 2 U <br /> -- j ELEMENTS SOIL CONSULTING. CO CLEAN OUT d� <br /> 2. HOUSE BOXES PROVIDED BY CLIENT. - N <br /> CONTOURS-INDEX } <br /> 3. KEEP TANKS,DRAIN LINES,AND MANIFOLDS AV) <br /> V) <br /> MINIMUM OF 10'OFF OF PROPERTY LINES. T�— — CONTOURS-INTERMEDIATE <br /> DIVERSION BERM/DITCH <br /> 4. KEEP SUPPLY LINES AND FORCE MAIN A <br /> M MINIMUM OF 5'OFF OF PROPERTY LINES. DRAIN LINES/TRENCHES(INITIAL) <br /> 5. THIS IS NOT ASURVEY. -------------- DRAIN LINES/TRENCHES(REPAIR) Z O Z <br /> 6. UTILIZED T+J PANELS. DRAIN LINES-FLAGGED(NOT USED) a W Y <br /> LL <br /> 7. UNADJUSTED DAILY DESIGN FLOW:480 EASEMENT LINE K H z <br /> / 1y6 <br /> f I <br /> IFE-771 / O O8. DAILY DESIGN FLOW:480 EXISTING ELECTRIC LINE <br /> 1O W <br /> 9, ESTIMATED LTAR:0.250 x EXISTING FENCE F W LU <br /> 10.MIN,LINE LENGTH 320 LF PER INITIAL& FTA PROPOSED FORCE MAIN A a Q <br /> REPAIR FIELDS <br /> 8 RIGHT-OF-WAY p p <br /> !!! RIPARIAN BUFFER <br /> SETBACKS <br /> REPAIR DRAINFIELD <br /> SUITABLE SOILS BOUNDARY <br /> PROPOSEDDRNEWAY / <br /> e W EXISTING WATER LINE F o c <br /> / - 5 q N <br /> LINE SEGMENTS INITIAL <br /> 4 / LINE FLAG LENGTH DESIGN LENGTH <br /> ME 0 <br /> r i 2 - - 60' <br /> 3 60' <br /> 4 55' LU Q 0 W <br /> INITIAL DRAINFIELD 2 A % 5 _ = 50. Z J N <br /> 6 55' �O�fQi xQ <br /> TOTAL LENGTH 330' H Q 0 2 Ii <br /> 1 / 2 U In <br /> PROPOSED HOME / LINE SEGMENTS REPAIR Oa H O Z <br /> / I 2512 SF - / LINE FLAG O <br /> LENGTH DESIGN LENGTH W 0 a Mj <br /> (FOOTPRINT) / Z J b <br /> / <br /> Z I /CONVENTIONAL BO / 7 - - 80' Q J/ /SOIL BOUNDARY 8 - - 80' N K <br /> Q Q N <br /> 10 _ _ 90 O O w <br /> SEPTIC TANK / 11 65' <br /> \ I I PUMP TANK I TOTAL LENGTH 385' r l <br /> M� <br /> \ - - <br /> � � GRAPHIC SCALE: 1" - 30' <br /> 0 15 30 60 90 <br />