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Home My WebLink AboutOWTS Site PlansN I F0UND REBAI. €r 7-7/4 s+B'72'47"8 4+.O+' ?vc NI) ltE'BAR €r 7 i/1 REÛ PLAST"TC CAP LS -TLLEçTBLT1ZED ?LASTTC CA? 1ZEF HCE L579598 MATE ON \ ( ,.X. /' EQUIPMENT SHE --I SCALE:1 = x a **¡ I I t5 .,:-,_'::- //i WE "\ ii I l,',' ,r 5-BEDROO x 60'\4.)tDE 'i<lGTi r-oF-lLtAY t"l IDENRES CE x os STA \ i-'--+,od-./' I SEPTIC TANK i\ d'F;\ 1 L= 5 3.V4' R=7 5.QO' Cß=SB 3"43'39"W CH=52.59' i "qJ"J -{" !j' w1 .0 t *d I I \..{? ... Lf\ \)J çù I \q,¿r-)or ruru, o BIIILDTNç 't:NVILO:P{ ('tYtlICAL) âz xo ROPERTY LINE \..T>r¡--\.O o, jF- j'..-- I 1 ,"} L=1^61 't1= 52.AO' Cts=S42"OB'22"U) CH=1^O 3.97' '-.-.¡. L=249.52' R=2O5.OO' Cts=569"23'O7"W CH=234.4O' N7s "4+'1g ,,h, T WT-E?T¡\'Ç WTLLOW LANE * )\ \ \...-._-.L rik s) cC\* 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 1 1" X 17" PAPER. *-.¿I i I +{)' ,LtI'Dt RIçHT'Ûl: -\'ùt\Y s6 3"12'07"W 23.51_' Ht'L) rl þl 1 I I I I 1 u à- - - !j ! l l 1 * ,t^" 'e¿o, MUST BE USED ñ DESIGN LETTER DATED O3/1 CONJUNC CBO lnc. '129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail,com Fadden Residence Lot 9, Roaring Fork Preserve Garfield County, Colorado Project Number: C1675 Date: 0311512022 Designed by: CBO Reviewed by: RB Drawn by: DD SITE PLAN Sheet 1 0F 4 x\, rubre, GRouNDWATER ESTIMATED AT 6205' ..">" ROXIMATE WELL LOCATION x \.-"\- *---:- l\ EJECTOR TO [-IFT WASTEWATER FROM EeurPMENI $Hro ro MA¡N HousE "*--;._,-_,-. Ì-_ __ t,---l :. - x N \ \.' PLUMBING FF EQUIP SH Jo uror' \ I. ,/i '*-'': -- '\.t!--- .._ "'' i\ t: l\ \ì .11.09 .1 I ! c r1I \ ! { SCAL E: 1" = 20'-0"x ! i 4" DIA SDR-35 SEWER PIPE WITH CLEANOUT 1.5" DIA SCH-40 PUMP LINE. (MrN 1% DRA|N BACK TO TANK) ADV MODEL6404 AT HIGH POINT,r RccesstBlr AT GRADE 2-3 % \*- - MIN 2% FALL TO TANK x ^s 2OOO-GALLON 2-COMPARTMENT CONCRETE SEPTIC TANK WITH AN ORENCO PUMP PACKAGE IN THE SECOND COMPARTMENT, ANCHORED WITH DEADMAN. RISERS AND LIDS TO GRADE i t i ! o- ,"o' bv ¡ ¡ ., 5-BEDROOM RESIDENCE BASAL AREA TO EXTEND APROXIMATELY 9' INSPECTION PORT AT CORNER OF EACH BED FLUSHING VALVE AT END OF EACH LATERAL \ -... -\ -, -_ BM 100' (FF MAIN FLOOR 6209')-..r'- -_- ì 1.5" DIA SCH-40 LEVEL MANIFOLD 1.5' DIA SCH-40 PVC PUMP LINE TO EACH BED 'I i! TWO (2) 12' x31.25' PRESSURE DOSED, OVER-EXCAVATED, UNLINED SAND FTLTER (MtN. 3'ASTM C-33 CONCRETE SAND)W|TH FOUR 1.5' DIA SCH.4O PVC LATERALS.,\.\\ 1.5" DIA SCH-40 PVC LATERALS W/ 5/32" ORIFICES FACING DOWN,2'O.C. s(.,,/(fn mãb ! I I 1 i ì SCH-40 ENCASEMENT PIPE UNDER DRIVEWAY \l t' I I Ì I .\. I x I w2.0 o I Itr oo 31 X 31 2 Fadden Residence Lot 9, Roaring Fork Preserve Garfield County, Colorado Project Number: C1675 Date: 0311512022 Designed by: CBO Reviewed by: RB Drawn by: DD CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail, com OWTS Sheet 20F 4 o o2', 3' 2' 3' o 2' BASAL AREA OF MOUND MUST EXTEND FOR A MINIMUM 3:1 SLOPE. (2) 12' x 31.25' PRESSURE PARTIALLY MOUNDED, UNLINED SAND FTLTERS (MtN.3'ASTM C-33 CONCRETE SAND) WITH FOUR 1.5'DlA SCH-40 PVC LATERALS INSPECTION PORT AT EACH CORNER OF BED 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 SCH-40 PVC LATERALS wt 5t32" oRtFtcES FACTNG DOWN, 2'O.C. LATERALS PLACED ON TOP OF GEOMAT, UNDER FILTER FABRIC 1.5" DIA SCH-40 PVC PUMP LINE FROM TANK (MlN. 1% DRATN BACK TO PUMP CHAMBER) ADV MODEL 6404 AT HIGH POINT, ACCESSIBLE AT GRADE EXTEND SLOPE APPROX. 9'FROM MOUND loP oF 1.5" DIA SCH-40 LEVEL MANIFOLD 1.5" DtA SCH-40 PVC DISTRIBUTION PIPE TO SECTION OF THE BED ill3l 1.5' DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE FACING DOWN AT 2'O.C. APPROX.9' 6208'- 6209' 6206' 2' t/ ESTIMATED HIGH SEASONAL GROUNDWATER 6205' D FILTER SECTON FILTER PLAN MIN.3' SAND FLUSHING VALVES INSPECTION PORT AT EACH CORNER FABRIC ON GRAVEL FILTER MEDIA SAND FILTER MATERIAL .SECONDARY SAND" EFFECTIVE SIZE = 0.15 - 0.06 mm UNIFORMITY COEFFICIENT <7.0 % FINES PASSING #2OO SIEVE <3.0 SLIP-ON PVC DO NOT GLUE INSULATED TRACERWIRE 4" DIA SDR-35 SEWER LINE TO TANK - FINISHED GRADE ÏO HOUSE w3.0 CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Fadden Residence Lot 9, Roaring Fork Preserve Gadield County, Colorado Project Number: C1675 rawn by: DD igned by: CBO ate: 0311512022 by: RB Sheet 3 0F 4 DESIGN S.BEDROOM RESIDENCE 75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS + 150 GPD (4TH AND sTH BEDROOMS) = 600 GPD WASTEWATER FLOW = 600 GPD TANK: MIN. 15OO GALLONS USE 2OOO-GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH ORENCO PUMP PACKAGE IN SECOND COMPARTMENT. ANCHOR WITH DEADMEN. sorl TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAL/ SF CALCULATED STA = Q/LTAR = 600 / 0.8 = 750 SF PARTIALLY MOUNDED, UNLINED SAND FILTER 12'X62.5'FOOTPR|NT, D|V|DED |NTO TWO ZONES (EACH 12'X31.25',) SOIL PROFILE TEST PIT NO. 1 SLIP.ON PVC CAP DO NOT GLUE 4- DIA SDR-35 INSPECTION PIPE STA FILTER MEDIA SPRINKLER VALVE BOX AT GRADE FINISHED GRADE 1/4" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SL|P ON CAP) PORT AIL AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 30" DIAMETER PVC RISER 12 MIN FROM EFFLUENT PUMPING SYSTEM INSTALL FLUSHING VALVE ECCENTRIC TO CENTER OF VALVE BOX t- t¡Jtu LL I IFÈ IUcl 0 2 3 4 5 6 7 I 9 DARK BROWN TOPSOIL LIGHT BROWN SANDY LOAM WITH COBBLES GROUND ELEVATION 6209' GROUNDWATER DEPTH MONITORED HtGH SEASONAL (JUNE) A16204.67', SOIL PROFILE TEST PIT NO.2 DARK BROWN TOPSOIL LIGHT BROWN SANDY LOAM WITH COBBLES GROUND ELEVATION 6206.6' GROUNDWATER DEPTH MONITORED HrcH SEASONAL (JUNE) AT 6203.68' LEGEND F topsoil lï-l sand loam and cobbles 1.5" DtA SCH-40 PVC INLET AND OUTLETS G VALVE DETAIL 1O'' DIA VALVE BOX WITH SECURED LID 1.5' PVC SLIP X MALE PIPE THREAD ADAPTER WCAP 1.5" DIA BALL VALVE ,I.5'DIA SCH-40 PVC LONG SWEEP 90'ELBOW CHAMBER END CAP 1.5" DtA SCH-40 PVC SUSPENDED LATERAL FI E w4.0CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com Fadden Residence Lot 9, Roaring Fork Preserve Garfield County, Colorado Project Number: C1675 Date: 0311512022 Designed by: CBO Reviewed by: RB Drawn by: DD 10 FLUSHING VALVE DETAIL Sheet 4 0F 4 Groundwater monitoring results v v nt I I I t t\. l, ti lr I i, 1", t' RED ?LASTTC CA? REF ?OTNT HCE 1S19598 !. -! 6105 CK CATI?N o2os - TOUND REtsAR & 7-7/+ RED ?LASTTC CA?'I?ET ?OTNT HCE L579598 n, wnren rnalr ne4brNcs . TEST PIT - No. 3 - MAy 28th = 3B'(q") - JUNE 7th = 17" N+21") 6205 \TOUND iVO. 5 RTBAR i rRRrqflrro¡\,,DTTCH LATERALS - SEPT 2nd = 44"(-6") 62Q4.08', ßUILDTNq ENWLO?E (W?TCAL) NG 6205.50' - 1.42', wnrrRtRelF neRolt{cs TEST PIT - No'r 2 - MAY 2gth = 44"(0") - JUNE 7th = 3$" (+9") - SEPT 2nd= 51' (-7") JUNE HIGH WATERTABLE 6206.60 - 2.92' = 6203.68' 6207 TOUND T-?OST ?OSSItsLE BURTED WELL LOCATION 6212 6209 6208 TESï PIT - No. 1 - MAY 28th = 65'(0') - JUNE 7th = 52" (+13'¡ - SEPT 2nd = 68" (- 3") JUNE HIGH WATERJABTE 6209.00'- 4.33' = 6204.67's: UTILITY-,- o fp-ruo t< +oe \* ãl\r 6208 6207 TP-No 3 o' EA EÌ,4ENT I È (Ð JÐ.iv1 i i IceI o Ð I I I+ I I I I I I I .l I I I BARN FUIURE PHASE (EXLUDEO FROM PÊRMII) ¡ I I ---- ] ,--- älF 5r I I PATIO-r I I I I I -+ I I I I I I \1/ a3 ç.4. /G\ ru t_ FATIO I BEO RM '{ I i rðrï +#ffiræ-*fi&- @ I I ô I ô---f (q")o----$I GARAGÊ ruc rus R ë É U U ----r-MC. 2 lúorL I I I I+ I I I o ;H Er I D ex¡cáse \ NnF-orcMÐ 'o sé t-E2 BEÐ RM +2 -- t- I + I I 1 ô ô o ò o o ö e @ OFFICE 6 MAIN LEVEL ó N L. D. A. lnc P.O. BOX 1051 227 tonghorn Ln Basalr, co 81621 Pl ldt: (970) 927-3133 F^X (91O) 921-2222 trJUz LIJô t/) LU É. Z LIJôô LL Êo o ÉI ñe'n! 6€ó'ÊNJ T> UJ ffn(, l,XUJYdoo Õ_szOÉ. \)Õ (9g .aOøu{-ooıøE O.ì rO+(,o -J HËå ËÉ ó I zt )ROIFTT NÕ' DATE PRINTED: 420,202! a.L. COPYRIGHT LDA Inc. SHFFT TITI F A2.11 FLOOR PLAN