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Home My WebLink AboutOWTS Design PlansN SCALE: 1 = 50'=0" DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 01 IO1 12022 I I û ., 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 IMPROVEMËNT LOCATIONS ARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED FOR PRINTING ON 11" X17'PAPER. T ROPERTY LINE t EDROOM RESIDENCE tg (s öfGARAGE / WORKSHOP ,f,ot 2 SITE PLAN w1 .0 .[ot 2 2+ w2.0 .d( $$ B¡ldhgtqllc lh. AccaaaRhrüR¡q llo 6t6C75 TP3 SEPTIC TANK Sq Ao. STA TP1 Y dffi CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Goon Residence Lot 3, Rapids on the Colorado Garfield County, Colorado Project Number: C1682 Date: 0110112022 Designed by: CBO Reviewed by: RB Drawn by: DD Sheet 1 0F 4 6' TP2 + TP3 87 503 ERTY LINE o t 703 2.O1 S( Ac FLUSHING VALVE AT END OF EACH LATERAL ___r__ INSPECTION PORT AT CORNER OF EACH BED TWO (2) LOW PROF|LE CHAMBER BEDS CONNECTED WlrH A LEVEL MAN|FOLD. EACH BED HAS 2 ROWS OF 17'QUICK 4' CHAMBERS FOR A ÏOTAL OF 68 CHAMBERS AND 816 SQUARE FEET. 1,5' DIA SCH-40 SUSPENDED LATERALS WITH 5/32' DIA ORIFICES, 3'O.C FACING UP. FIRST AND LAST ORIFICES FACING DOWN FOR DRAINAGE COVERED WITH AN ORIFICE SHIELD. 2OOO-GALLON 2-COMPARTMENT SEPTIC TANK WITH AN ORENCO PUMP PACKAGE IN THE SECOND COMPARTMENT, RISERS AND LIDS TO GRADE 1.5' DIA SCH-40 LEVEL MANIFOLD 1.5' DIA SCH-40 PVC DISTRIBUTION LINE TO EACH BED/t /t(MrN 1% DRA|N BACK TO TANK) 1.5- DIA SCH-40 PUMP LINE. ADV MODEL6402 AT HIGH POINT, ACCESSIBLE AT GRADEtt :'] 4-BEDROOM RESIDENCE FF 100' (5503.5') TP1 GARAGE / WORKSHOP FF 99' (5502.5') CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com Goon Residence Lot 3, Rapids on the Colorado Garfield County, Colorado Project Number: C1682 Date: 0110112022 Designed by: CBO Reviewed by: RB Drawn by: DD N SCALE: "1" = 2O'-0"PROPOSED OWTS DRIVEWAY 4'' DIA SDR.35 SEWER PIPE WITH CLEANOUT MIN 2% FALL TO TANK. SEWER LINES CONNECTED WITH WYE FITTING BEFORE ENTERING SEPTIC TANK-\/ w2.0 Sheet 2 0F 4 1.5'DIA, SCH-40 PUMP LINE FROM TANK (MtN. 1% DRATN BACK TO PUMP CHAMBER) 6402 ADV WITH ACCESS AT GRADE 1.5' DIA SCH-40 PVC DISTRIBUTION LINE FROM ADV 1.5' DtA SCH-40 PVC LEVEL MANIFOLD 1.5' DIA SCH-40 PVC SUSPENDED LATERALS WITH 5/32" ORIFICES FACING UP 3'O.C. FIRST AND LAST ORIFICES FACE DOWN FOR DRAINAGE 6' ourcK4(TM) LOW PROFTLE END CAPS INSPECTION PORT AT EACH CORNER OF STA END EACH LATERAL IN A 90" SWEEPING ELL FACING UP WITH A BALL VALVE FOR FLUSHING BACKFILL WITH NATIVE MATERIAL (MUST BE MrNUS 3-INCH MATERTAL) OR TOPSOIL 4'DIA SDR 35 PVC INSPECTION PORTAT EACH CORNER OF STA 2', 34 CHAMBERS EACH BED SLOPE FOR DRA'NAGE MIN TNFTLTRATOR(R) OUTCK 4(TM) CHAMBERS, 3'X 4'LOW PROFILE FLUSHING ASSEMBLY INFILTRATOR(R) oulcK4(TM) LOW PROFTLE CHAMBER, 3'X4' EXTENT OF EXCAVATION SCARIFY SURFACE CHAMBER BED .5' DIA SCH-40 PVC SUSPENDED LATERALS WITH 5/32" ORIFICES FACING UP 3'O.C. FIRSTAND LAST ORIFICES FACE DOWN FOR DRAINAGE. SUSPEND WITH ZIP TIES INSTALL DISCHARGE PIPE AND VALVE ECCENTRIC TO CENTER OF VAULT OWTS COMPONENTS AND PHYSICAL FEATURES MINIMUM REQUIRED SETBACK APPROXIMATE PROPOSED SETBACK HOUSE TO SEPTIC TANK 5'5' SEPTIC TANK TO WELL 50'N/A SEPTIC TANK TO WATER COURSE 50'164', STA TO HOUSE 20'55' STA TO WELL 100'N/A STA TO WATER COURSE 50'128' I =- +--i- - þ- ' IE-I - r Ir-I ==== III -r-h- III 10" DIA VALVE BOX WITH SECURED LID 1.5' PVC SLIP X MALE PIPE THREAD ADAPTER W/CAP 1.5'DIA BALL VALVE 1.5'DIA PVC LONG SWEEP 90' BEND CHAMBER END CAP w3.0 L CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Goon Residence Lot 3, Rapids on the Colorado Garfield County, Colorado Project Number: C1682 by: 0110112022 esigned by: CBO by: RB DD ON FLUSHI Sheet 3 0F 4 0 1 DESIGN 4.BEDROOM RESIDENCE + 1 FUTURE BEDROOM 75 GPD x 2 PERSONS/BEDROOM x4 BEDROOMS = 525 GPD 75 GPD x 2 PERSONS/BEDROOM x 1 BEDROOM = 150 GPD WASTEWATER FLOW = 675 GPD TANK: MIN. 15OO GALLONS USE 2OOO-GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH ORENCO PUMPING SYSTEM IN THE SECOND COMPARTMENT SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SF CALCULATED STA = Q/LTAR = 675 10.6 = 1125 SF PRESSURE DOSED, BEDS = 1 125 SF X 1.0 = 1125 SF CHAMBERS = 1125 SF X 0.7 = 788 SF I 12 SF / CHAMBER = MlN. 66 CHAMBERS TWO GRAVELLESS CHAMBER BEDS 2 ROWS OF 17'QUICK 4'CHAMBERS IN EACH BED TOTAL 68 'QUICK 4' CHAMBERS SOIL PROFILE TESÏ PIÏ NO. 1 SOIL PROFILE TEST PIT NO.2 LIGHT BROWN LOAM LIGHT BROWN LOAM LIGHT BROWN LOAM WITH INCREASING PERCENTAGE OF COBBLES SCREENED ROCK OR SAND FOR BEDDING LIGHT BROWN LOAM WITH INCREASING PERCENTAGE OF COBBLES 24" MtN. 3" MtN. 8'MIN TR SOIL PROFILE TEST PIT NO.3 LIGHT BROWN LOAM LIGHT BROWN LOAM WITH INCREASING PERCENTAGE OF COBBLES 4" DIA SDR-35 SEWER LINE (MlN 2% SLOPE TO TANK, MtN. 1% TO STA) FINISHED GRADE LEGEND txt loam COMPACT SOI BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE IN 30'DIAMETER PVC RIsER (rN 12" MIN FROM EFFL PUMPING SYSTEM SLIP.ON PVC CAP DO NOT GLUE INSULATED COPPE TRACER WIRE 4" DIA SDR-35 SEWER LINE SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE TTACH CAP OR THREADED CLEANOUT ASSEMBLY 4' PVC PIPE CUT TO FIT CHAMBER AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 1.5' DtA SCH40 PVC INLET AND OUTLETS ÏNG VALVE DETAIL FINISHED GRADE HOUSE t- lIJultL 2 3 4 5 6 7 I 9 NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION TO TANK.- w4.0 _t il: BACKFILL CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Goon Residence Lot 3, Rapids on the Colorado Garfield County, Colorado Project Number: C1682 Date: 0110112022 Designed by: CBO Reviewed by:RB Drawn by: DD 10 SOILS Sheet 4 OF 4