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U O (Z) u N C a o z m 10'-0" MIN. A" n 10'-0" MIN. v z 0 0 z z g Z < z z g 0 O OR 3:1 SLOPE OR 3:1 SLOPE 0 APPROVED �j z $ g 5'-0" "B" 5'-0" BACKFILL DOUBLE WASHED GRAVEL — 3:1 SLOPE 5,_0„ „D„ (0.75"-2") Zo W 1124"2„ Z w OUJ WWV � I a NATURAL GRADE O O O - - 4 Q E- O F `3 p r, OJ 12" V Z0 b . . ....10._0.. MIN. --- - _-9„ BGS �/ Q v� Q O I M 3 7 LU FIRM NATIVE SOIL 5,_0„ FILTER PAPER 0 V MIN. 4"0 SCH40 PVC OR ABS - O o PERFORATED PIPE Z in (2,000 Ib CRUSH) Q N . N wQaMM Qa � 3 In, SECTION A-A' ° soe w O O M SCALE: 114" = 1'-0 w Z" J o o Z J DISTRIBUTION BOX AS REQUIRED Ua00 Q I I I I DISTRIBUTION BOX (AS REQUIRED) TABLE 1.1 Standard Calculated Square Footage A 3"-4"0 TRANSPORT No. of Required Leach Line of Filter Bed Filter Bed Gravel Lateral C Approximate E Septic Tank Optional Duplex No.of pp Filter Bed and p Tank Valume LINE SDR35 OR ABS Bedrooms Leach per Requirement(a) Calculated Dimensions Length Laterals Lateral Spacing Filter Slope Volume(Gallons) (Gallons) LL ¢ U 3:1D p I FOR GRAVITY FLOW sakty Facator Dr) (Soil Factor 4Clay) (fl) (a) (Center to center) (All Monolithic) Monolithic �A 2 200 400 1,600 40 x 40 30 7 5' 60'x 60' (l) - 1200 (1)- 1200 .�:.i 1.25" TO 1.5"0 SCH40 PVC PIPE 3 300 600 2,400 49 x 49 39 9 4', 10.5" 69'x 69 (l)- 1600 (l) - 1200 FROM OPTIONAL PUMP STATION 4 400 800 3,200 57 x 57 47 9 5', 10.5" 77' x 77' (l)- 2000 (l) - 1200 5 500 1,000 4,000 64 x 64 54 10 6' 84'x 84' (2)- 1200 0 (2)- 1200 (1) - 1200 ■ p 6 600 1,200 4,800 70 x 70 60 13 5' 90'x 90' (2) - 1600 (l)- 1200 a 1 3:1 SLOPE 7 700 1,400 5,600 75 x 75 65 14 5' 95'x 95' (2) - 2000 (l)- 1200 y��j 011% O Ill O 8 800 1,600---F-6,400 80 x 80 70 1 15 5' 1 100'x 100' (2) -2000 (1)- 1200 F.r W Uj � � h V u"a a H a xW 03 ° m O y O F- X O F- NOTE: M Z d Ln MZ TANK ELEVATION WILL DEPEND ON FINAL � z z LAYOUT OF SEPTIC TANK AND DISPOSAL FIELDA D MIN. 12" CAST INLETS AT SAME LEVEL a a SOIL COVER TYP. TANKS 3 3 17 --FOR USE DUAL — _ SUBSTITUTING GRAVEL - MANUFACTURER) �- t l Ili 1 -� *IQUID (w WITH GRAVELLESS _a W CHAMBERS IS ACCEPTABLE. LEVEL p oLIQUID LEVEL - LIQUID LEVEL - y -i O CONTRACTOR MUST INLET TEE INLET TEE SDR35 ORFOLLOW MANUFACTURER BS FOR4" SDR35 OR INSTALLATION GUIDELINES. ABS FOR RAVITY CROSSOVER PIPE EFFLUENT GRAVITYO L - - FILTER d V a' MONOLITIC TANK MONOLITIC TANK MONOLITIC TANK d a SEPTIC TANK DETAIL SEPTIC TANK DETAIL RAISED FILTERBED EXAMPLE LAYOUT (SINGLE TANK) N.r.s (DOUBLE TANK) N.T.S. ZO ami 1/8" = V-0" F- G. CO oC E V n N Iaaa N M Q d I O C a o 3 ORENCO HIGH HEAD DUPLEX PUMP N PACKAGE AND PANEL. (MUST RISER &LID ORENCO DUPLEX CONTROL PANEL � CAST INLETS AT SAME LEVEL (� CONTACT OUR OFFICE FOR PUMP .� N ly yat %p ^ ap ll� o FOR USE WITH DUAL TANKS AND TRANSPORT LINE CALCULATION) REQUIRES 115V OR 220V POWER, ATTACH TO BUILDING INTERIOR OR o Ilii ��- `^� : EXTERIOR, BURY POWER LINES PER Hi L _. u_ w. _ ELECTRICAL CODE U � a. I iii i SII � of �i�� ' I ' I i i_- c° I _ _ _ _ _ _ __ L LIQUID LEVEL LIQUID LEVEL - LIQUID LEVEL 0 INLETTEE v ORENCO DUPLEX s 4" SDR35 OR " PUMP PACKAGE — I L_f lttd I ii I�=��_ ABS FOR W/CONTROL "I j=IF 1111 I ��_ Rim L��o CROSSOVER PIPE GRAVITY PANEL - Z e n o w ✓�l�j,�p� J MONOLITIC TANK MONOLITIC TANK 1,200ga1, MONOLITIC TANK eAtl �` I`IT �z ]OB NUMBER: Ill SEPTIC TANK DETAIL OPTIONAL PUMP STATION DETAIL OPTIONAL CONTROL PANELw LGS080527 0 03 SCALE: N.T.S. wpwyw � SCALE: CD (DOUBLE TANK) N.T.S. (SINGLE TANK) N.T.S. ��rI■■ H AS NOTED CaDVAWRummopow Y 001�111dV61�� DATE: p 1 W N 3J� 7/11/08 a w �� w.■■■nr■n■r a� DRAWN BY: OM 0 po RIC EC ztg MMeon and don not■i01oft 01 aMlpOYr MlhelOn §1 DESIGNED BY: �ItI�1lDn11oI11QI�Ih111M�r�M1�rIBr101riIrY+1IICQu o NK N >, 2 a °zW SHEET: �� w� to- a N Z r N Copyright 02008 Neil Anderson-All Rights Reserved-This document was prepared for use only by the client,only for the purposes stated, and within a reasonable time from issuance. Non-Commercial, educational, and scientific use of this report by regulatory agencies is regarded as a"fair use"and not a violation of copyright. Regulato a encies may make additional copies of this document for internal N 9 Y P use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received.