Loading...
HomeMy WebLinkAboutOWTS Plans+ TP1 =IU É.o =ttJ É.o rol-o MAIN HOUSE PROPOSED 4.BEDROOM TP2 Y AND ADU l'.. I L lñ I I I r \ SHOP \L s"r^ þ.. t% o, 'an'.%)o €*^ '% SCALE: 1 = 50'=0" ø. /O46,. '/o tv "u, q'.ö N LL THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS ARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FOR PRINTING ON 11"X I7'PAPER. DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 0513112021 SITE PLAN \ry2.0 Date: 0513112021 Designed by:CBO Reviewed by: RB Drawn by: DD w1 .0 Sheet 1 0F 4 CBO lnc. 33 Four Wheel Drive Road Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com 7484 CR 100, Parcel B Garfield County, Colorado Project Number: C1529 Kaiter/Ogden Res idence 89'9'E 9.15 v L lTl ...,t N o TP+ sOO.GALLON PUMP CHAMBER, RISERS AND LIDS TO GRADE 50'M N SHOP AND 2.BEDROOM ADU : IN o MIN 1% FALL TO PUMP CHAMBER MIN 2% FALL TO 4" DIA SDR-35 WITH CLEAN 4'DIA SDR-35 SEWER PIPE RTY LINE FLUSHING VALVE AT END OF EACH LATERAL 4" DIA BEGIN 5 TRENCHES EACH WITH 14 'QUICK 4' CHAMBERS = 70 CHAMBERS = 840 SF 1.5'DIA SCH-40 PVC SUSPENDED LATERALS WITH 5i32'DIA ORIFICES 2.5'O.C. FACING UP. FIRSTAND LAST ORIFICES FACING DOWN FOR DRAINAGE COVERED WITH ORIFICE SHIELDS \\\\\\\\\\\ 1.5" DIA SCH-40 DISTRIBUTION LINES TO EACH TRENCH\\\\\\t) ADV MODEL 6605 AT HIGH POINT WITH ACCESS AT GRADE 1.5" DIA SCH-40 PUMP LINE. (MrN 1% DRA|N BACK TO TANK) TP2 50' TO OOO-GALLON, TWO-COMPARTMENT ENCASE SEWER LINE IN MIN. SCH-40 PIPE WITHIN 50'OF OPEN DITCH. CROSS AT CULVERT. SEPTIC TANK WITH EFFLUENT SCREEN RISERS AND LIDS TO GRADE CBO lnc. 33 Four Wheel Drive Road Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com 7484 CR 100, Parcel B Garfield County, Colorado Project Number: C1529 Kaiter/Ogden Residence Date: 0513112021 Designed by: CBO Reviewed by: RB Drawn by: DD w2.0 Sheet 2 0F 4 14 CHAMBERS / TRENCH INFILTRATOR END PLATE GRAVELLESS 'OUICK4' CHAMBER (4'x 3')1.5" DIA SCH-40 DISTRIBUTION LINE TO EACH TRENCH 1.5" DrA SCH40 PUMP LINE FROM PUMP CHAMBER DIA SDR-35 INSPECTION PORT 4 max t UNDISTURBED sorLADV WITH ACCESS AT 2'minlGRADE PIPES PLACED IN TOP PORT OF CHAMBER END PLATES LIMIT 4'min EXCAVATION 2 LINES TO OTHER SUSPEND LATERALS WITH ZIP-TIES TO UNDERSIDE OF CHAMBERS GRAVELLESS 'QUICK4' CHAMBER (4'x 3') SCARIFY SURFACETRENCHES (5 TOTAL) 4" DIA SDR.35 INSPECTION PORTAT BEGINNING AND END OF EACH TRENCH END EACH LATERAL IN A 90" LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE 1.5" DIA SCH4O PVC SUSPENDED LATERAL wtTH 5/32'DtA OR|F|CES AT 2.5'O.C. FACING UP, FIRST AND LAST ORIFICES FACE DOWN WITH AN ORIFICE SHIELD FOR DRAINAGE rÀ CHAMBER TRENCH SECÏON \7 Nor ro sM TRENCH PLAN SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE 30" DIAMETER PVC RISER (INSULATE TTACH CAP OR THREADED CLEANOUT ASSEMBLY 12! MIN EDULE 40 END CAP MUST BE GLUED OR SECURED IN A WATER TIGHT FASHION WITH UNDERGROUND SEALANT AUTOMATIC DISTRIBUTING VALVE ASSEMBLY ENCASEMENT PIPE COMPACT 40 RIGID END BASE TO SUPPORT BOX 4' PVC PIPE CUT TO FIT FROM EFFLU CAP AT EACH END OF PIPE USE HOLE SAWTO CUT THRUTOPOF PUMPING SYSTEM 1.5'DtASCH40 PVC INLET AND OUTLETSEND PLA HOLE DRILLED IN END CAP MUST ONLY BE LARGE ENOUGH TO ALLOW SEWER LINE TO FIT THROUGH " DIA SDR-35 SEWER LINE. MUST REST ON BOTTOM OF ENCASEMENT PIPE L G VALVE DETAIL L CBO lnc. 33 Four Wheel Drive Road Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com Kaiter/Ogden Residence 7484 CR 100, Parcel B Garfield County, Colorado Project Number: C1529 lO"t"' Oslg1t2o21 lo"r¡gn"o by: cBo lReviewed by: ng lOrawn by: DD w3.0 Sheet 3 0F 4 DESIGN 4.BEDROOM RESIDENCE + 2-BEDROOM SHOP/ADU 75 GPD x 2 PERSONS/BEDROOM x4 BEDROOMS = 600 GPD 75 GPD x 2 PERSONS/BEDROOM (BARN) x 2 BEDROOMS = 300 GPD WASTEWATER FLOW = 900 GPD 1O'DIAVALVE BOX WITH SECURED LID TANK: MAIN HOUSE = MlN. 12SO-GALLONS (TO BE INSTALLED WITH CoNSTRUCT|ON OF MA|N HOUSE) SHOP /ADU = MlN. 1OO0-GALLONS USE lOOO-GALLON, TWO-COMPARTMENT SEPTIC TANK FOLLOWED BYA 5OO-GALLON, SINGLE-COMPARTMENT PUMP CHAMBER WITH AN ORENCO PUMPING SYSTEM. INSTALL FLUSHING VALVE ECCENTRIC TO CENTER OF VALVE BOX F 1.5" PVC SLIP X MALE PIPE THREAD ADAPTORW/CAP 1.5" DIA BALL VALVE 1.5'DtA SCH-40 PVC LONG SWEEP 90'ELBOW SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SF CALCULATED STA = Q/LTAR = 900 / 0.6 = 1500 SF PRESSURE DOSED, TRENCHES = 1500 SF X 0.8 = 1200 SF CHAMBERS = 1200 SF X 0.7 = 840 SF FIVE TRENCHES, EACH WITH 14 'QUICK 4' INFILTRATOR CHAMBERS TOTAL 70 CHAMBERS AND 840 SF INFILTRATIVE SURFACE CHAMBER END CAP 1.5'DIA SCH-40 PVC SUSPENDED LATERAL SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO.2 0 1 MEDIUM BROWN TOPSOIL MEDIUM BROWN TOPSOIL SLIP-ON PVC 2 3 4 5 6 DO NOT GLUE TAN CALCAREOUS CLAY MATRIX TAN CALCAREOUS CLAY MATRIX (LESS ROCK CONTENT COMPARED TO TEST PrT #1) INSULATED TRACER WIRE FINISHED GRADE l-ul uJu- IrFÈ lrJo 4" DIA SDR-35 SEWER LINE TO TANK TO HOUSE 7 I I NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING TEST PIT EXCAVATION 10 CLEAN CBO lnc. 33 Four Wheel Drive Road Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com 7484 CR 100, Parcel B Garfield Gounty, Colorado Project Number: C1529 Kaiter/Ogden Residence Date: 0513112021 Designed by: CBO Reviewed by: RB Drawn by: DD w4.0 Sheet 4 0F 4