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HomeMy WebLinkAboutPlans1 1/2" Sch. 40 DISTRIBUTION PIPE FROM PUMP CHAMBER 6'± TO GROUND SIDE SWALE (6” DEPTH min.) b '• 1 1/2" PVC DISTRIBUTION PIPE. DRILL TWO(2) - 1/4" HOLES PER 'INFILTRATOR' UNIT, ONE AT 1 o'clock and ONE AT 11 o'clock. s41r1kJGriiLW.... 4 •y: `• e• • t 1 Y a 6" min. STANDARD 'INFILTRATOR' LEACHING CHAMBERS. BED SHALL CONSIST OF 3 ROWS OF 6 UNITS EACH FOR A TOTAL OF 18 UNITS.(see SHT 1) '111- 4" PVC RISER W/ PLASTIC VALVE BOX COVER, TO BE PLACED © APPROX. CENTER OF TRENCH. NOTCH BOTTOM OF RISER (TYP.). 6 rti rrWrlrITHrrEXrwCAVAwwTEDw�! MAaaTrwERIAllL �lr�rr�lrrr�rrr�9rw�"L rsn�w�!��lsrlrtr�r•�w��,.��www�rtD,�o.M�.r wrir®r�x r ����r—Il��ss�` ���.( .�♦ �M� +.•��\ `' . bH� v - �--1i=�TaMinia���r���i�i,���T+111�ii'��%i611i"i�i 111M11"M�rwis� 111VaelielrVIPPaIll+ili E\ 1' {n WATER ‘‘...!>:;\/,\„,/,,W/ //.\\C \\A • ,/„,/.////' r`/1/// , b • ',\,\\\\\//>./>)/\//\///7/\rfff/\<\ \/>,,"-\//\\Z,,,\\,./„;,..;"/";/>, \ \! �f I a�r�71•1•11MMONIMOMMIlminel•••111•••••11011•Mi•A =====iftl'EWwWlT-5—S="M10•01:1•1:7\• m��wwlnm*w"wlosarllww'* (SEE BioDiffuser INSTALLATION INSTRUCTIONS) • _�--mr�wwwigraii=Mwi�=r: -�f:=1==M=E1==lllw==•=�= =l=r�ww==SEE= PLACE SPLASHTTERAINUACRHQRDIASIN ' n �\\ / f/4"HOLE 6 O'CLOCK. //\////// /;///./"/ (( /// CAP END 01 DISTRIBUTION PIPE \!, \\>/ „ ,'�//f'�'/�=`��f''',/moi GROUND WATER SURFACE ``\f\f``•f�„ C �✓�F..� f ~,.�/ \ •//-/// // f \�.,° ~/D\,�O foJ\i,f,', /wa;li �'w\w/�•t�\��\r'.rwr�wR��Ds` w.warw�sww`s.eslw�w�i���aa r , ����lrsri�i rarssr�rl�rD �rlr�r�lvrlrww.rr BACK rrF Ir LL • A 4 • • 6 r • b CROSS SECTION OF LEACH FIELD TRENCH N.T.S. 4" PVC RISER W/ PLASTIC VALVE BOX COVER. NOTCH BOTTOM 6" OF RISER (typ) /\<`\,, /\>\.`./,. 6' ± TO G AS PER GARFIELD 1 1/2" -90' PVC ELBOW /\`/�,</\'N .1 6" min. cu, 2' min 1 1/2" TEE FROM PUMP CHAMBER 1 1/2" 90' ELBOW yL /\/\ 77, ///://2> //// jeN7//>//, \� f �` \ .„ s�r% 1 1/2" MANIFOLD PIPE TO BE CONSTRUCTED ROUNDWAT>=R f� \//// ` \' r / D SVEL TO TION TLUBERA FLOW EQUALLY TO S. �U� . PERSONEL'�\�,/�`\��� . ///\r \ V\\\�'` \/ / 'f/,/`'`// //r/\'! /''/ // // BACK FILL MATERIAL REVEGETATE SIDE -SLOPES max. SIDE SWALE (6" DEPTH min.) )\////\///(\\/ d'! / ' /% , '/' /' `/f\ ' '% /\*-*\//\\.///\\ /<\ 4' min. SEPERATION;\� TO GROUND WATER) -////2, s/ �;�� /(. 4>. r/ \tib\`%t`%;�- END SECTION OF LEACH FIELD BED N. T. S. 4' PVC SEWER PIPE MINIMUM SLOPE - 2% 77 r Di 24' CONCRETE COVER FINISH GRADE JUNCTION BOX SEPTRONICS, Jiffy -Junction Pedestal Unit, STANDARD JJ Series or approved equal. ti FLOAT BRACKET STANDARD 20" METER PIT SECTION 0,4)Dl 4" PVC ELBOW �f-111111 f 11111111111.1174 POLYROP£ FOR PUMP REMOVAL 1 3'- 4' PVC SEWER PIPE MINIMUM SLOPE a 2% D2 REV NO. DATE CROSS SECTION OF 1000 GAL. SEPTIC TANK N.T.S. REVISION 1 112" CHECK VALVE ----:-rte 4" TEE " PVC TEE 15 1 /2" ONE PIECE 48" PUMP CHAMBER 6" CLASS 5 BEDDING COMPACT SUB -BASE TO 98% STANDARD PROCTOR ALARM LEVEL 6" 12" TART SHUTOF 8,. 5'm in. COVER DISCHARGE TO INFILTRATOR LEACH FIELD BED 1 1/2" Sch. 40 PVC PIPE 1 l 1/2" ELBOW 11 1/2" COMPANIONS CROSS SECTION OF PUMP CHAMBER NOT TO SCALE MAD: BY CHKD APPD BY BY 1/2"- Barnes, EZOUT BASE or approved equal. HYDROMATIC PUMP OSP33 (1/3 hp. pump) (Avg, Rote = 45 gpm) Avg. Dose = 155 gallons Avg Doses per day = 4 NOTE: AS -BUILT ELEVATIONS OF TOP OF LEACH FIELD DISTRIBUTION LINE AND PUMF CHAMBER SHALL BE PROVIDED TO THE DESIGN ENGINEER TO VERIFY THE PUMP SPECIFICATIONS. I.S.D..S. SYSTEM DETAILS SCALD NOT TO SCALE DRAWN BYI cws DATE FEBRUARY 21, 2000 CHKD BY! APPD BY$ SHEET 2 of 2 PLAN ND, BLUZ_DETAILS all) COO STEVE BLIZZARD 4501 COUNTY ROAD 233 RIFLE, COLORADO JEROME GAMBA & ASSOCIATES, INC. MEWING ENGINEERS & LAND SURVEYORS POST OFI9CC - BOX 1458 113 NINTH S - ITI: 214 GLENWOOD SPRINGS, OL; tADA$W;, 970 945-2550 1Z .Y ![Ij 1