Laserfiche WebLink
J � V <br /> V Z U <br /> n O <br /> fl � <br /> J Z u. " 'u n l J <br /> 1 a � > l p L <br /> 2 <br /> u 0 r 3 co o <br /> H ZN <br /> O O O <br /> w Z 0 u <br /> A I O ~ u <br /> r - <br /> -- -B - -- <br /> (TYP) DISTRIBUTION BOX _ <br /> m —I -- BOTTOM OF MOUND 4" SDR35 PERFORATED DRAIN PIPE (TYP.) - W <br /> v <br /> - D - - e Z <br /> TYPICAL SEPTIC MOUND l Q N o <br /> � I v <br /> u ¢ m <br /> LL ¢ <br /> O Q <br /> 3:1 31 j- - SAND E -� ABSORPTION BED I GRAVITY DRAIN FROM O g Z ro <br /> SLOPE SLOPE (DRAIN ROCK) SEPTIC TANK ti N LL o m <br /> r ¢ P <br /> Z <br /> Q u w <br /> 100% RESERVE AREA ,-� - W z � <br /> �-DISTRIBUTION BOX Q O 0 <br /> I LATERALS AS NEEDED A <br /> ABSORPTION BED - - <br /> PIED. SAND/GRAVEL <br /> - )-_�------ '• � - DISTRIBUTION BOX <br /> I -I- <br /> - <br /> - - - - - - � will <br /> - - - - - - - - - - <br /> - - - - h <br /> A 4_T <br /> —4" SDR35 GRAVITY 4 N <br /> DRAIN PIPE. <br /> V <br /> TYPICAL DISTRIBUTION LINE DETAIL NTS � <br /> Ix <br /> RAISED PAD -SEPTIC TANK La C: N N F- U <br /> AS REQUIRED a O ( +P • W z <br /> T- i fA -� xQ at° O <br /> - SEPTIC TANKH LN m V C. 0 Y <br /> L J I SEE TABLE 1.2 NOTE: V >: G V <br /> FOR SIZE &QTY. DO NOT USE A RUBBER TIRE BACKHOE OR TRACTOR. PLACE MATERIAL BY V cd rn 0 <br /> A WIDE FOOT TRACTOR OR EXCAVATOR TO PREVENT SOIL COMPACTION r d C` Bn <br /> h �A 00 <br /> �i `O <br /> - - SLOPE DRAIN L" <br /> PIPE %"'12" _ <br /> 0 <br /> --- -- --- --- I 6"TOP SOIL COVER - 4" PERFORATED O <br /> L SANDY LOAM SOIL -. DISTRIBUTION LINES Lu C: <br /> SEE TABLE 1.1 <br /> --.DISTRIBUTION BOX 3 1 SLOPE - .6'- Z <br /> TYPICAL SEE TABLE I.1 DRAIN ROCK SEE <br /> MEDIUM SAND FILL - \ 467 f1 TABLE I.1 i <br /> RESIDENCE MEDIUM SAND FILL _ Z" O H G <br /> SEE TABLE I,1 i� <br /> I 0" 9 O <br /> (1.5REQUIRED"') <br /> ' — � ., Datum 0.0 Fl. <br /> $ 4/12,06 Ground Water Table-3.5 it <br /> SOIL ROTOTILLED& SCARIFIED, 10'-0" - -- - 6'-6" -� Fl - 6 6 U <br /> SUBGRPDE SOIL BROKEN UP BY <br /> ROTOTILLER <br /> IEW SECTION A-A' z <br /> PLAN Vo <br /> SCALE: N.T.S. " 1'-5" MEDIUM SAND FILL TO COMPENSATE FOR EHDSCALE. 1"=10'-0" 0 <br /> 'S REQUIREMENT OF 5 FT. F, } <br /> SEPARATION BETWEEN GROUNDWATER AND BOTTOM OF DISTRIBUTION MEDIA. 2f I <br /> r: v zl <br /> in J <br /> 0.I I <br /> *TABLE 1.1 <br /> o � <br /> MATERIAL CHARACTERISTIC wa <br /> MEDIUM SAND >25% 0.25-2.0 min - - - - <br /> <30-35% 0.05-0.25 mm N 'O CO <br /> <5-10% 0.002-0.05 mm <br /> 2 _ <br /> NOTE <br /> TANK ELEVATION WILL DEPEND ON FINAL SANDY LOAM 5-15% CLAY CONTENT <br /> MIN. 12" — -- - _ - - __ .-_.-.. -_ _._ — pf ESs/ <br /> v LFlYOUT OF SEPTIC TANK AND DISPOSAL FIF.L.D. f21SER&LID CAST INLETS AT SAME LEt"!a <br /> QQ 0,� <br /> SOIL COVER AL TANDRAIN ROCK 0.75"-2.25" AGGREGATE ?moo s H H <br /> (TYP) _ -. OBTAINED FROM EPA DESIGN MANUAL FOR MOUNDED FOR U F WITH DU SEPTIC SYSTEMS AS REQUIRED BY EHD SEWAR STANDARDSLIUUICI LEVEL LIQUID LEVEL _,_, �tFOINLETTEE - INLETTEE TABLE1.24" SDR35 - -- 4" ;DR35 No. of Req'd Area NO. Of TANKEEfwENT c.= FLUENr A (n.) B (it) C (n.) D (n.) E (ft.) F (R.) G (R) H (ft.) J (ft-)FILTER FLU Bedrooms (sq. ft.) Distribution Lines (Oty) - Size (gal) �o <br /> 3 4,000 73 84 63 64 50 51 47 5 8 6 (l) - 2000 hw 106 NUMBER E05057A <br /> v <br /> oLL <br /> 4 5,000 81 91 71 71 58 58 54 9 8 6 1 2000 <br /> a <br /> H <br /> .1 NORMAL TANK CUSTOM TANK NORMAL TANK _.� �. � _ yo SCALE: <br /> 5 6,000 87 98 77 78 65 64 61 7 L <br /> 6 (2) - 1600 any AS NOTED <br /> SEPTIC TANK DETAIL SEPTIC TANK DETAIL 6 7,000 94 104 84 84 71 71 67 7.5 8 j (2) - 2000 0 DATE: <br /> -_. - - - -- - -__ wh 5/3/2005 <br /> -, N.T.S. DOUBLE TANK N.T.S. *OBTAINED FROM EPA DESIGN MANUAL FOR MOUNDED SEPTIC <br /> (SINGLE TANK) ( ) <br /> SYSTEMS AS REQUIRED BY EHD SEWAR STANDARDS gg DRAWN BY: <br /> 06w <br /> B J. Kamenicky <br /> SEPTIC DETAILS oda DESIGNED BY: <br /> a D. Welch <br /> ��� SHEET <br /> V L�+ A <br /> _� <br />