The URL can be used to link to this page

Home My WebLink AboutPlansTANK ERTY LINE TP1 ,ll-¡I'\ \a\ \7/ \ I \ "h t \\ ----::'-TANK \\ SEPTIC _\_ \\\ PROPOSED I 2-BEDROOM ADU I -*- / t\ )t,l N l ( I *--"-SCALE: 1=50'=0" r-- - /¡ -/ -t'/ / .- * I+/\ -aO_=.._ /l'lI ( F \ I ¿r'--\ I I \ \*-- - /t\ -\lrlt\ -t"/' t/ -l- -r,l \qt\tl (\ \1 i1 _\_ -/¿' ¿¿ ,2¿ z¿ - <lttt--.r'l-4¿4 ----., -f * I \-1 \\I \-*\\o I l o"-\\<\ )\n \-j )\v f\ ) I \\ I ( )-t'--l I I \>P-)-/z \ =2K F/\ ,1 -:å .<\..-nJI/(/"K --]--{lt)/t///lrr'+xsrt STA o I 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. o ,T.- DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED O2I 1 512022 ? SITE PLA x ,<--* CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com Chmura Residence 12750 Hwy 133 Garfield County, Colorado Project Number: C1693 Date: 0211512022 Designed by: CBO Reviewed by: RB Drawn by: DD w1 .0 Sheet 1 0F 4 \ I l { \ \ FLUSHING VALVE AT END OF EACH LATERAL (2)7'x31.25'PARTIALLY MOUNDED PRESSURE DOSED, * ,* ."-..."- oVER-EXCAVATED, UNLINED SAND FILTERS (MlN. 3'ASTM C-33 coNcRETE SAND)WITH TWO GEOMAT SHEETS EACH BED \\\r \ \\- (2) 1.5" DtA SCH-40 PVC LATERALS WITH 5/32" DtA ORtF|CES (WITH ORIFICE SHTELD) FACING DOWN AT 2'O.C. TP INSPECTION PORT AT CORNER OF EACH BED \\...- --\ ----/SCALE: 1" = 20'-0"\ --\- --- -\--- - - \ å ø %--\\ I \ --u-y ADV MODEL6402 AT HIGH POINT, ACCESSIBLE AT GRADE ,/1:o,4'\ ,r'.41 t l' \ --61f -. '¿ , ,/¿'r/\ * ¡'. 'r, tr/v-/ ---1* a \ h ,ì,.Þ J.<, ¡*%jr\ SLOPE 3:1 1.5" DIA SCH.4O LEVEL MANIFOLD TP // //---------/-------- t // \"\-a#;Þ 1 1.5'' DIA SCH-40 PVC DISTRIBUTION LINE TO EACH BED \ \ I I ] I l \ 1 I \ \\REPLACE EXISTING SEWER LINE WITH \ 4'DtA SDR 35 SEWER LINE WITH DOUBLE SWEEP CLEAN OUT WITH MIN. 2% SLOPE TO SEPTIC TANK I.5'' DIA SCH-40 PUMP LINE. \ (MtN 1% DRATN BACK To rANK) ,.\\\1'\ \-\\\- EXISTING TANK TO BE REPLACED1 00'-'- 1rr nou¡ ---*- I I I I I I \ 1 \ \ \ NEW 1 OOO-GALLON 2.COMPARTMENT SEPTIC TANK WITH AN ORENCO PUMP PACKAGE IN THE SECOND COMPARTMENT, RISERS AND LIDS TO GRADE -\ \ REPLACE EXTSTTNG SEPTTC TANK W|TH NEW 1o0O-GALLOF SEPTIC TANK WITH EFFLUENT FILTER, TIE INTO EXISTING RISERS AND LIDS TO GRADE t-* --"r' 2-COMPARTMENT SEWER PIPE. ow\s t\ 4'' DIA SDR-35 SEWER PIPE WITH CLEANOUT MIN 2% FALL T0\¡6// ' \- hl/ EXISTING SEWER PIPE TO EXISTING STA tt ( \ 6' * l:l-*-*:¿. \ \ 3-BEDROOM\ \ RESIDENCE \'\ -'-- \ ---l -¡Ã EXISTING 2-BED PROPOSE PH I I \ \\ \\ \*--*l----¿---r?æ'."..."---,*\\ j I \*---'- Date: 0211512022 Designed by:CBO Reviewed by: RB Drawn by: DD w2.0 Sheet 2 0F 4 Ghmura Residence 12750 Hwy 133 Garfield County, Colorado Project Number: C1693 CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@g mail.comJlllr'¡'r(' ('()Nst rr.'rr t'( ffi 2',tl z', TIE MOUNDED PORTION INTO UPGRADIENT SLOPE.30'DIAMETER PVC RISER (r 1.5" DIA SCH-40 PUMP LINE 1 END EACH LATERAL IN A 90' LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE ADV MODEL 6402 AT HIGH POINT, ACCESSIBLE AT GRADE 1z', MIN 1.5" DIA SCH-40 PUMP LINE DISTRIBUTING VALVE ASSEMBLY 7' x 31.25' PRESSURE DOSED UNLINED SAND FTLTER (MlN. 3'ASTM C-33 coNcRETE SAND) WlrH TWO ',|.5" DIA SCH4O PVC LATERALS WITH 5/32" DIA oRlFlcES (wrTH oRlFlcE SHIELDS) FACING DOWN AT 2'O.C. I 1.5" DIA SCH-40 LEVEL MANIFOLD I INSPECTION PORT AT EACH CORNER OF BED FROM EFFLUENT PUMPING SYSTEM 1.5" DIA SCH-40 PVC INLET AND OUTLETS A AUTOMATC DISTRIBUÏNrc G VALVE DETAIL BASAL AREA OF MOUND MUST EXTEND FOR A MINIMUM 3:1 SLOPE. CO ulfLoJ U) Finished Grade D FILTER PLAN 12" Minimum Cover FLUSHING VALVES INSPECTION PORT AT EACH CORNER j" Laterals Specified Orifice 1,5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE HOLES FACING DOWN AT 2'O.C. RIETARY SEPARATION FABRIC GeoGuard Orifice Shield Native Soil and/or Specified Fill TIE MOUNDED PORTION OF BED INTO UPGRADIENT SLOPE 2 1O 1\É sl ' NATIVE 39" Membrane REFUSAL ANTICIPATED Y APPROX.2'BELOW NATIVE GRADE. /IPARIALLY I\,IOUNÐED SAND FILTER SECTION (EXTENDING 1' ABOVE NATIVE GRADE)æ SAND FILTER MATERIAL 'SECONDARY SAND' EFFECTIVE SIZE = 0.15 - 0.06 mm u Nr FoRlvilTY coEFFlcl ENT Í7.0 % FINES PASSING #200 slEVES3.0 TOPSOIL COVER 1', Hygroscopic Mem Transmissive w3.0 Sheet 3 0F 4rawn by: DD by: RB 0211512022 ed by: CBO Chmura Residence 12750 Hwy 133 Garfield County, Colorado Project Number: C1693 CBO lnc. 129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com{IC¡r'l.l( I ( :l)-..Sf : I.'l' I\'(l ffiñ DESIGN 1O'' DIAVALVE BOX WITH SECURED LID 3.BEDROOM EXISTING RESIDENCE REPLACE EXISTING SEPTIC TANK (MlN. 1000 GALLON, TWO-COMPARTMENT) 1.5" PVC SLIP X MALE PIPE THREAD ADAPTER W/CAP G PROPOSED 2-BEDROOM ADU (75 GPD x 2 PERSONS/BEDROOM x 2 BEDROOMS) WASTEWATER FLOW = 300 GPD 1.5' DIA BALL VALVE USE lOOO GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH PUMP IN SECOND COMPARTMENT 1.5' DrA SCH-40 PVC LONG SWEEP 90'ELBOW SOIL TREATMENT AREA (STA): LONG TERM AccEPTANcE RATE (LTAR) = 0'8 GAL/ sF CALCULATED STA = Q/LTAR = 300 / 0.8 = 375 SF PARTIALLY MOUNDED, OVER-EXCAVATED, UNLINED SAND FILTER W MIN. 3'SAND FILTER MATERIAL AND GEOMAT FOR DISTRIBUTION INSTALL FLUSHING VALVE ECCENTRIC TO CENTER OF VALVE BOX GEOMAT 1.5' DtA SCH-40 PVC LATERAL L SLIP-ON PVC CAP DO NOT GLUE INSULATED TRACER WIRE FINISHED GRADE 4' DIA SDR-35 SEWER LINE TO TANK TO HOUSE SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 0 1 REDDISH BROWN SANDY LOAM REDDISH BROWN SANDY LOAM SLIP-ON PVC SPRINKLER VALVE BOX AT GRADEFlrlulIL I TFfL uJo DO NOT GLUE REFUSAL AT 1.5'FINISHED GRADE 2 3 4 5 REFUSAL AT 2'4" DIA SDR-35 INSPECTION PIPE LEGEND FI sandy loam STA FILTE MEDIA 114" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SLrP ON CAP) NO GROUNDWATER ENCOUNTERED DURING EXCAVATION L OWTS COMPONENTS AND PHYSICAL FEATURES MINIMUM REQUIRED SETBACK APPROXIMATE PROPOSED SETBACK ADU TO SEPTIC TANK Ã,'t3' SEPTIC TANK TO WELL 50'94',1 102', SEPTIC TANK TO WATER COURSE 50'N/A STA TO ADU 20'40' STA TO WELL 1 00'126', STA TO WATER COURSE 50'N/A IN Date: 0211512022 Designed by: CBO Reviewed by: RB Drawn by: DD w4.0 Sheet 4 0F 4 Chmura Residence 12750 Hwy 133 Garfield County, Colorado Project Number: C1693 CBO lnc. '129 Cains Lane Carbondale, Colorado 81623 Phone 970.309.5259 carla.ostberg@gmail.com NCM ACQUISITIONS LLC IM PROVEM ENT LOCATTON CERTIFICATE 12746 HIGHWAY NO.82 - CARBONDALE COUNTY OF GARFIELD. STATE OF COLORADO TRUE NORTH COTORADO LLC. A hND SURVEYTNG AND MAPPING COMPANY PO AOX 614 - 529 S. WID HOßE DWE NEW qSTLE, COIOMDO 81647 (9701 984-0474 www.f ruenoÉhcolorado.com PROJECT NO:2o19-l2J DATE: Februal,rS, zorg SHEET 1OF1 TRUE NORTH co Lo RADO - A LAND SURVEY¡NG AND MAPPING COMPANY A IMPROVEMENT LOCATION CERTIFICATE COLEY PARCEL COLEY/PLANTED EARTH LOT LINE ADJUSTMENT SECTION 27 TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PM COUNTY OF GARFIELD, STATE OF COLORADO LEGËND 1 N * FOUÑD NO, 5 T'ßAR. cor ts E @ s.e -x- ELTCßTULMfrß BUßIED LP IANK LIÐ ftL@{ONE ?EÐ6ÍAL caE¡N-ouf ryc ß¡sB OWIEAÐ TLECrcTC LINE SPLÍ.RAIL reNCE pnÉ ENcs 1 -1/4" yÉLLOW ?LASffC CA? LS .íLLEçLALÉ I \ i I I ¡i'ü' i" SCALE: 7" = 40' -þ ñ É. o 30'wmERrQilf -ol PROPERTY DESCRIPTION: roß rNç??¿ss AND g6ßÉ55 Fí'OM COLORADO SIAÍE |lÍçtlWAY NO.82 ßooK 33+ ?AGE 769 A tmcT oF UND stuAlED IN tot 9 oF SEclloN 2z lowNsHIP 7 som, MNGE 88 WESI Of THE 6lH PRNCIPAL MEruDAN, GARÊTIO COUNT COLOMDO AND BHNG MORE PARTCUURLY DESCruBEDAS TOIOWS: BEGINNING AIA POINÍWHTNCE ÊE ASI V4 CORNER OF ilD SIOON 27 BAN N&'43'35'E 1960.00 FEf; rHÉñcE wEsT 30.00 FEEI: lHENct soulH 4û00 fÉ€li IHENCE w[ST 36999 FEtl IHENCE NORIH 32609 FEtr; lHtNcE msl 26790 FEET; IHENCE N52'21'51'E 166.67 FIEI ÌHËNCÊ SoulH 38786 FEEIlo lHÉ PO¡NTof BECINNING. COUNil OF @RFTTO slatE oF coLoMoo ß '^'{,lli,fl2i'.1 - -\-4 IMPROVEMENT TOCATION CERTIFICATE r\J64'43'l5"gJL9 øo oo' 6ÍÉ) ¡ HEREBY SIAI€ IHAI IBS IMPROVÊMÊNI LOO¡ON CERÎÉúIÊ WAs PREPARED BY IRÙË NORIH COLOMOO' LLC FOR NCM ACQU¡SI¡ONS LLC, IHAI Ú ß NOI A UND SURVÉY PhI OÂ AN IMPROVEMENI SURVd P6I AND THAI Í IS NOI IO BÊ NEUEO UPON FORIHE ESTAEUSHMENIOF [ÉNCq BU¡LDINq OROIHER FUIUR€ ¡MPROV€MENI UNES. I FURTHER STATEruAI ilE IMPROVEMENTS ON IHE ASOVE DESC&BEÞ PARCELOÑIHIS DAIE OT FESRUARY I1' 2O1q qCEPI UNM CONNEf,ONS, ARE ENNRÉLY WHIN IHE SOUNDAfuÉS OT THE PARCSL qCTPI Æ 5HOWI IHAÌIHERE ÀRF NO ÊNCROACHMENTS UÐN fHE DESCNBFD PREMISTS 3Y IMPROVTMENIS ON ANY AOIOINING PREM6E' *CEP¡AS INDIqIEq AND IMIIHERE ¡S NO APPARENI EVIDENCE OÂ SIGN OF AM úSTMENI CROSSING OR AURDENING ANY PARI OI SÆD PARCLL TXCTPI Æ NOIED, 30.o' LI'ENsED PRO'E5SIONAL UND SURVEYOR COLOMDO RFGISIM¡ON NO. 38215x-tsoÈo L rouND No. 5 ¡r I I I I I I I ¡ I I I \ SEPfrc LiNE ¿t LTACI( FTíLD EASEMENr tsooK 7 30 ?AçE 562 DT.CK I I I I I I I I I I I I I EAST 267.90' OWRI(EAD E LE Cfl'TC ¿lNE S -6 q N F e¿oz L____l L.P. fÁNK û ßÍÁfNrN6 VALL \{- - @ uNfr uNfr 369.99' fE 30'I II I I I I I I l3 tdPAÍTO .STE?S & WALK ?oRctl ÍRAl'48 tl9USÉ SÍORY . STORY zND SfoRY.............*l CANfTLÉV€F, ôddzF2 Ets 'ì F? Jü COLil ?A1'CEL 3.1"27t AC'.laES ST9NÉ êrWoOO HOUSE €r GARAGE 72746 H|ç|[WAY NO.82 CAlltsONDALT roÌG: AccmOftC m ccm&o uw ru xUSf cdts€ AY Ecl ¡ard ¡Æ uPil ñY ffi rt ftrs $RwY wftn nÉ ffs ñ ù FRi bßcoE $d mcr w ro EBr raY aY ^fldàlú ù¡d try fficr ft ûrs flRw 6É æxtsø f,G flN d EÆS Ril üE DÀE F GIFdIq SOfi Hæil'