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108 <br /> LEGEND M <br /> f ADJACENT BOUNDARY IL O Mo <br /> / BOUNDARY(PROPERTY) <br /> LU <br /> CO CLEAN OUT d LU CO <br /> r <br /> CONTOURS-INDEX Q} <br /> a ( — 448— — — CONTOURS-INTERMEDIATE 1n <br /> DIVERSION BERM DITCH <br /> — � � DRAIN UNES/TRENCHES(INITIAL)CK o 1/1 <br /> 1 <br /> j 10'PROPERTY SETBA' `�( I / ------ DRAIN LINES/TRENCHES(REPAIR) Z a Z <br /> DRAIN LINES-FLAGGED(NOT USED) a w y <br /> 1 LOT 37 I" PROPOSED / EASEMENT LINE O U <br /> Y DRIVEWAY �' H <br /> EXISTING ELECTRIC LINEU' W O <br /> K y w <br /> N I x EXISTING FENCE Q O <br /> I I ? PROZ2SF <br /> 01Dw <br /> HOME 1 I FM PROPOSED FORCE MAIN 0 J Z <br /> (FOOTPRINT) I -- Of w <br /> RIGHT-OF-WAY O Q O <br /> 3 <br /> RIPARIAN BUFFER y <br /> I I I — SETBACKS <br /> INITIAL DRAINFIELD SUITABLE SOILS BOUNDARY <br /> 1,000 GAL.SEPTIC TANK y I \ W EXISTING WATER LINE F N <br /> ` 1,000 GAL. PUMP TANK \ \\ p O <br /> Y O �Ly�,JI N <br /> � REPAIR DRAINFIELD � 14 15 m N F O <br /> LINE SEGMENTS INITIAL m O f.1 <br /> UNE# LENGTH IDESIGN LENGTH n o 0 <br /> 8 \ / - - h <br /> I V \ \ \ \ 1 100' M1 N <br /> 2 - - 100' <br /> \ / <br /> 3 - - 100' y N Z <br /> i 5 - 4 - - 100' LLQ 0x� <br /> P 3 4 \ 5 - - 100' a0N <br /> ` 2 / � — TOTAL LENGTH 500' O L,O <br /> C 0 <br /> LINE SEGMENTS REPAIR 2 U 000 K m <br /> L / UNE# FLAG LENGTH DESIGN UENGTHI O H O O <br /> / n z <br /> - - z <br /> 6 - - 40 ooawe <br /> 7 40' a2 <br /> / <br /> 90 <br /> 35 V V 0w Li <br /> w <br /> 10 30' O <br /> 11 30' m F f <br /> 12 - - 25. <br /> F / 13 25 T \ <br /> 14 - - 65' <br /> 36 15 - 38 <br /> - 60' <br /> n \ 22919 SF TOTAL LENGTH 5' <br /> NOTES W N <br /> 1 1. PARCELS TAKEN FROM ONTOPO TAKEN <br /> FROM NC FRIS. SITE PLAN PROVIDED <br /> ED B7 BOWMAN 6. THIS IS NOT A SURVEY. <br /> ENGINEERING.PRELIMINARY SOIL INFORMATION (� <br /> PROVIDED BY EARTHLY ELEMENTS SOIL CONSULTING. 7. UTILIZEDLOW-PROFILE CHAMBERS WITH <br /> REOO <br /> REDUCTICTION FOR INITIAL SYSTEM, <br /> 2. HOUSE BOXES PROVIDED BY CLIENT. >' \ Cn <br /> B. UTILIZED CHAMBERS WITH FLOW REDUCTION FOR `! <br /> C 3. KEEP TANKS,DRAIN LINES,AND MANIFOLDS A REPAIR SYSTEM. (� <br /> MINIMUM OF 10'OFF OF PROPERTY LINES. <br /> 9. UNADJUSTED DAILY DESIGN FLOW:480 <br /> 4. KEEP SUPPLY ONES AND FORCE MAIN A MINIMUM ^,y <br /> OF 5'OFF OF PROPERTY LINES. 10.DAILY DESIGN FLOW:360 '�+V <br /> 5. INSTALL INITIAL DRAIN LINES ON CONTOUR WITH A 11.ESTIMATED LTAR:0.250 <br /> TRENCH DEPTH OF 18'. 12.MIN,UNE LENGTH 480 LF PER INITIAL FIELD AND GRAPHIC SCALE: 1 30 <br /> 360 LF PER REPAIR FIELD <br /> 0 15 30 60 90 <br />