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109 <br /> U M <br /> u.Ds ac � LEGEND � <br /> �\ ADJACENT BOUNDARY LU O C <br /> \ BOUNDARY(PROPERTY) <br /> LU <br /> CO CLEAN OUT d LU U <br /> H <br /> CONTOURS-INDEX �Q 0 <br /> —— — CONTOURS-INTERMEDIATE V)U <br /> DIVERSION BERM/DITCH <br /> i <br /> DRAIN LINES/TRENCHES(INITIAL) <br /> i \ / -------------- DRAIN UNES/TRENCHES(REPAIR) Z O Z <br /> DRAIN EINES-FLAGGED(NOT USED) 0 0 Y <br /> I- <br /> 1 EASEMENT LINE O U z <br /> / K H <br /> EXISTING ELECTRIC LINE U' d O <br /> PROPOSEDRIVEWAY \ \ l` x EY STING FENCE Q N LU <br /> D / \ N LU 0 <br /> f / •T \ REPAIR DRAINFIELD \ 15 FM PROPOSED FORCE MAIN W 0' <br /> \ 4 Q <br /> RIGHT-OF-WAY 0 0 <br /> RIPARIAN BUFFER <br /> INITIAL DR INFIELD �� �R SETBACKS <br /> PROPOSED HOME \ 2 8\ �� — — — — — — SUITABLE SOILS BOUNDARY <br /> 2328 <br /> IF 6 W EXISTING WATER LINE <br /> LOT 38 F N <br /> (FOOTPRINT) <br /> 4 > N <br /> � \ \ 3 <br /> \ \ 2 LINE SEGMENTS INITIAL } O V Q o 10�P \ 1 UNE FLAG LENGTH DESIGN LENGTH m 7 <br /> A'OA <br /> 6565 <br /> ' �n o <br /> OW�yV`�l 60' Yul-vl m <br /> i 1,000 GAL.SEPTIC TANK l 4 - - 50 N Z <br /> \ \ / 1,000 GAL. PUMP TANK 5 - - 50' LLQ 0 p� <br /> eY 6 _ _ 40' W 2 O <br /> TOTAL LENGTH 330' J �x <br /> \ \\ <br /> I LINE SEGMENTS REPAIR 2 U I. m <br /> UNE FLAG LENGTH DESIGN LENGTH O F D O r <br /> 7 40' ay ZS <br /> 39 6 0 <br /> 2.48 SF 9 <br /> .0.48 AC / \ 11 40' a a rn <br /> 11 - - 35 'U OC <br /> 12 35' O W <br /> 13 35' m F f <br /> 14 35' <br /> F 15 30 T <br /> TOTAL LENGTH 330' <br /> NOTES a a <br /> 1. PARCELS TAKEN FROM NO ONEMAP.TOPO l <br /> TAKEN FROM NC FRIS. SITE PLAN PROVIDED 6. THIS IS NOT A SURVEY. <br /> BY BOWMAN ENGINEERING.PRELIMINARY SOIL <br /> i INfORMATION PROVIDED BY EARTHLY 7. UTILIZED T+J PANELS. <br /> ELEMENTS SOIL CONSULTING. <br /> J- <br /> e. UNADJUSTED DAILY DESIGN FLOW:480 <br /> ? 2. HOUSE BOXES PROVIDED BY CLIENT. <br /> 9. DAILY DESIGN FLOW:480 <br /> 3. KEEP TANKS,DRAIN LINES,AND MANIFOLDS A V <br /> MINIMUM OF 10'OFF OF PROPERTY LINES. 10.ESTIMATED LTAR:0.250 O Q <br /> 4. KEEP SUPPLY LINES AND FORCE MAIN A 11.MIN,UNE LENGTH 320 LF PER INITIAL& U Cn <br /> MINIMUM OF 5'OFF OF PROPERTY LINES. REPAIR FIELDS <br /> ' 5. INSTALL INITIAL DRAIN LINES ON CONTOUR M <br /> I WITH A TRENCH DEPTH OF 18". <br /> GRAPHIC SCALE: 1" = 30' <br /> 0 15 30 60 90 <br />