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z z Id u o U u a � � � o zz YT0 z z'a z U W L O ti z Z P O j w 4d F -{ O 5 O a m 0 l9 t� z g 0 O A O N H O O - - - u w BOTTOM OF MOUND O Q F y _ no_ k J "I D�- 4" SDR35 PERFORATED DRAIN PIPE(TYP.) DISTRIBUTION BOX w _ - - I I TYPICAL SEPTIC MOUND I �{ I Q U ENT 3:1 3:1 SAND <I` SLOPE SLOPE 100% RESERVE AREA I A E '_-ABSORPTION BED I GRAVITY DRAIN FROM O Q O a_ --- - (DRAIN ROCK) -_, SEPTIC TANK. 0 5 m Kz c LATERALS AS NEEDED _I J Q o V w o ABSORPTION BED C - I DISTRIBUTION BOX Z Q u 00 O MED. SANDIGRAVEL -- --� L J n I I l I I } I DISTRIBUTION BOX A 4 ----_ 4" SDR35 GRAVITY 2'-0^ �-2' 0" w^ DRAIN PIPE r..)I 4 -- TYPICAL RAISED PAD SEPTIC TANK DISTRIBUTION LINE DETAIL o V L.7 AS REQUIRED ! 0 O. ce C7 1 NTS i n C -- SEPTIC TANK L J/ SEE TABLE 1.2 f••� 'Q �` �•• w Z FOR SIZE& QTY. y -a X Q � 00 0 NOTE'. h LAAm V 91. Ix Y — SLOPE DRAIN DO NOT USE A RUBBER TIRE BACKHOE OR TRACTOR. PLACE MATERIAL BY V 6u 2 " 0 PIPE Y":12" A WIDE FOOT TRACTOR OR EXCAVATOR TO PREVENT SOIL COMPACTION p; 0. - N - - - -- - - - - - - - - - - - - - I I y I 6" TOP SOIL COVER 4" PERFORATED TYPICAL SANDY LOAM SOIL -- DISTRIBUTIONLINES 6n Cie SEE TABLE 1.7 DISTRIBUTION BOX V RESIDENCE MEDIUM SAND FILL V. SEE TABLE 1.1 DRAIN ROCK SEE 3 1 SLOPE TABLE 1 A 2-0 d MEDIUM SAND FILL - - 1.2" V f= SEE TABLE 1.1 _ _ _ (1.5 RE UIRED "« Datum 0.0 ft. I Ij, -IJ(YI4/12/05 Ground Water Table-3.5 f. SOIL ROTOTLLED &SCA. `100" _ — A) SUBGRADE SOIL BROKENUPBY _p PLAN VIEW ROTOTILLER SECTION A-A' Iio j` SCALE N.T.S. O 1'-5' MF_DIUM SAND FILL TO COMPENSATE FOR EHD'S REQUIREMENT OFA 5 FT. SCALE: 1"=1D'-0" SEPARATION BETWEEN GROUNDWATER AND BOTTOM OF DISTRIBUTION MEDIA. a � a I V Z w O o1 w - *TABLE 1.1 0 MATERIAL CHARACTERISTIC wa _ MEDIUM SAND >25% 0.25-2.0 mm r° <30-35% 0.05-0.25 mm c I M -4' ^ 'O ^ co a <5-10% 0.002-0.05 mm NOTE'. TANK ELEVATION WILL DEPEND ON FINAL SANDY LOAM 5-15% CLAY CONTENT LAYOUT OF SEPTIC TANK AND DISPOSAL FIELD RISER&LID MIN. 12" CAST INLETS AT SAME LEVELpOFESSlOky� SOIL rOVER FOR USE WITH DUAL TANKS I DRAIN ROCK 0.75"-2.25" AGGREGATE ` (TYP) I Tir nrnr ,n '11 =SII -I -n"'�l.I-']n'"L-- rlr-'..rr-'"I_lr l 77 rr7 .-cLr_t-IIt"111-'?Jl -v " rIII 111-"1Tr -?i T--TE—[ !Lr-?II- i-rtir'- _-�1i ?�r-�ir *OBTAINED FROM EPA DESIGN MANUAL FOR MOU NDED r 111Ir JI , L ill; fill i=;III i Tfll Irlll- II: U 11N(l,-(ll-- In — -IIIIII I ITIT(l=11 I'rT -1IIFIIT J- ] IT II r( ' , JIJ:' SEPTIC SYSTEMS AS REQUIRED BY EHD SEWAR STANDARDS w o Y m h r 4 — - - - - TABLE L2 _ A, foF r \• Y- INLET TEE LIQUID LEVEL LIQUID LEVEL LIQUID LEVEL qr ALtFpP�;. INLET TEE 4 SDR35 - -- No. of RegA Area No. Of TANK 2� EFFLUENT CR°ssoVERPIPE EFFLUENT (sq. ft.)* A (ft.) B (ft.) C (ft.) D (ft.) E (ft.) F (ft.) G (ft.) H (ft.) U (ft ) Distribution Lines (Qty) - Size (gal) l_ L FILTER FILTER Bedrooms ° 3 4,000 73 84 63 64 50 51 47 5 8 6 (1) - 2000 JOB NUMBER -_ E05057A -- - - - - - _ - - 4 5,000 81 91 71 71 58 58 54 9 8 6 (1) - 2000 I NORNIAI TANK CUSTOM TANK NORMAL TANK yo SCALE: 5 6,000 87 98 77 78 65 64 61 7 10 6 (2) - 1600 a�'aa AS NOTED SEPTIC TANK DETAIL SEPTIC TANK DETAIL 6 7,000 94 104 84 84 71 71 67 7.5 8 6 -� (2) - 2000 ��8 DATE: (SINGLE TANK) N.T.S (DOUBLE TANK) N.T S *OBTAINED FROM EPA DESIGN MANUAL FOR MOUNDED SEPTIC K 5/3/2005 i� SYSTEMS AS REQUIRED BY EHD SEWAR STANDARDS €gamg DRAWN BY: N � 3 o°o J. Kanlenicky SEPTIC DETAILS o.o DESIGNED BY: �e= a >> o D. Welch 2O SHEET /^ I� d VL =-RO