HomeMy WebLinkAboutOWTS Site Maps\ ,l I' SCALE: I :: $Qr=$rt \l I JIJf- JtrjF F N \ \ \ \ \ \ \ \ \ \ \ \ I \ I r I I \ \ \ \ \ \ \ \ \ \ \ \40 lngress / Egress and Utility Êasement by R.N. (Work ln Progres of \Road Base) l :¡ o 00' "\\ \ TIIE LOCATION OF PROPO{}ED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS AIìE APPRC'XIMATE. IT I$ THE HOMEOWNERS'DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS AfìE ACCURATË. PROPER]ry LINES AND SETBACK E}ISTANCES SHOULD BE CONFIRMED PIìIOR TO EXCAVATION. SCALED FOR PRINTING ON .t 1" X 1 7" PAPER,\\\ I Í. \ \ \ DRA'I/VINGS ML,ST BE USED lN CONJUNCTIO¡¡ WITH DESIGN LETI'ER DATEÞ 04127 I2Oi¿2 l{'2.0 t Þate: 0412712022 Designed by: CBO fìeviewed þry: RB Drawn by: DD w1 .0 Sheet 1 0F 4 CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@¡¡mail,com Surpriise Valley I, LILC Lot 21-A Grand Hogback Exemption Garfield Courrty, Colorado Project Number: C17A7 I i \ I I ¡l iTñ Ë 'ù R ! I i I i I Iri i i 40' Ingress / Egrr;ss and Utility Easement by R.N. 932q40 lWork ln Progr,oss cr*o&16äi;**2-COMPARTMENT SEPTIC TANK WITH ÊrN Rr EFFLUENT FILTÊR ON THE OUTLE:T FOLLOWED BY A POLY PUMP C]HAMBER WITH AN ORENCO PUMP P t DANERSRrs l-GRADETODS È t \è ".$"-È Èo "q" 3-BEDROOtì/ RESIDENCE: \ \SEPTIC MIN 1 l \\,\li .\ ',,, ti 'i POSED OWTS Þate: 0412712022 Designed by: CBO fìeviewed bry: RB þrawn by: DD w2.0 Sheet 2 0F 4 Surpriise Valley l, LILC Lot 21-A Grand Hogback Exemption Garfield County, Colorado Pnoject Number: C1707 CBO lnc. 129 Cains Lane Carbondale, (lolorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com ADV MODEL 6402 AT HIGH POINT, ACCESSIBLE AT GRADE 1.5" DIA SCH.4O DISTRIBUTION LINE TO ADDITIONAL BED 1.5'DIA SCH-40 LEVEI. MANIFOLD 1.5' DIA SCH-40 PVC LATERALS WITI-I 5/32" DIA ORIFICE HOLES FACING DOWN AT 2'O.C. ON GEC'MAT 1" M SAND FILTER MAI'ERIAL.SECONDARY SA¡ID' EFFE()TIVE SIZE = 0.15 - 0.06 mm uNtFoRMtw coEFFtcrENT57.0 % F|NES PASSTNG #200 S¡EVE53.0 1.5' DIA SCH40 PUMP LINE. (MrN 1% DRA,IN BACK TO PUMP CHAI/BER) 1.6'DIA SCH-40 DISTRIBUÏION LINE TO IVIANIFOLD o NOTE: 6" SAND, ON BASE OF 10'X 26.25;' BED DEPTH OF BEE,TO REMAIN SHALLOW, APPROXIMATELY 2'BELOW GRADE O'WIDE BED INSPECTION PORTS AT '3ORNERSICF EACH BED FLUSHING VALVE AT END OF EACH LATERAI- 1.5" DIA SCH.4O PVC LA'ÏERALS wlTH å" DA ORIFICES FACING DOWN AT 2'O.C. PLACED UNDER PROPRIËTARY SEPARA.TION FABRIC GEOMAT TM FABRIC OVER 1.5" LATERALS SEPARATION FABRIC INSPECTION PORT A'T BEGINNING OF EACH TRENCH GRADË SHIELDS NOTE: THREE 39" WIDE GHOMAT SHEETS PLACED ON 6" OF SAND IN 10' WIDE BED 3 SHEETS OFI39" GEOMATTM ON EACH BEI) Hygnrscopic Membrane (Sepraralion Fabric) Finished Grade 12" Minimum Cover 39' Clrifice Shield Lateral M 1' TOPSOIL COVER Orifice Native Soil and/or Specified ON w3.0 D -o o D D Transmissive 0412t712022 by: DD by: CBO hy: RB Surprise Valley 'l, LLC Lot 2l-A Grand Hogback Exemption Garfield County, Colorado F roject Number: C1707 CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 970.309.5259 carla.ostberg@gmail.com Sheet 3 0F 4 pEfìlQN S.BEDROOM RESIDENCE (75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS) WASTEWATER FLOW =450 GPD TAI.IK: MINI. lOOO GALLONS USE IOOO.GALLON, TWO-COMPARTMENT POLY SEPTIC TANK FOLLOWED BY A SOO.GALLON, SINGLE-COMPARTMENT POLY PUMP CHAMBER WITH AN ORIENCO PUMPING SYSTEM SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE| RATE (LTAR) = 0.6 GALI SF CAI-CULATED STA = Q/LTAR = 450 10.6 = 750 SF PRESSURE DOSED, BEDS = 750 SF X 1.0 = 750 SF GE(IMAT WITH 6'SAND = 750 SF X 0.7 = 525 SF (2) 1o',X 26.25'GEOMAT BEDS WITH 6',SAND SCIlL PROFILE TE:ST PIT NO. 1 LIGHT I¡ROWN SANDY LOAM WITH SOME LARGE ROCK DIFFICULT DIGGING. REFLJS¡\L ON LARG¡E BOULDER. CAT 305.58 NO GROUNDWA]-ER OR BEDROCK ENCOUNTERED DURING EXCAVI\TION 30" DIAMETER PVC RrsER ( 1z', FROM PUMPING SYSTEM INSTALL FLUSHING VALVE: ECCENTRIC TO CENÏER OF VALVE BOX DI AUTOMATIC DISTRIBUl-ING VALVE ASSEMBLY 1.5" DtA SCH40 PVC INLEI'AND OUTLETS Nc VALVE DET/,IL 10'DIA VALVE BOX WITH SECURED LID 1.5'PVC SLIP )( MALE PIF.E THREAD ADAPTER W/CAP 1.5' DIA BALL VALVE 'l.5" DlA SCH-4ID PVC LOI\G SWEEP 90" ELBOW EOMAT 1.5,' DIA SCH-4I3 PVC LATERAL 0 1 E 2 3 4 5 6 7 I I 10 l- TU t¡J TL J-Fo- 1Ilo SLIP.ON PVC DO NOT GLUE 4" DIA SDR INSPECTION PIPE STA FIL MEDIA SPRINKLER VALVE BOX AT GRADE FINISHED GRADE 114'DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SL|P ON CAP) AIL NOTE: BORINGS lN KUMAR AND /\SSOC. REPORT DATED FEiBRUARY 1,2022, PROJECT 21-7-925 L w4.0 OWTS COMPONENTS AND PHYSICAL ffEATURES MilNIMUM REQUIRED SETBACK APPROXIMATE PROI'OSED SETBACK HOUSE TO SEPTIC TANK 5'48', SEPTIC TANK'TO WELL 50'153' SEPTIC TANK'TO WATER COURSE 50'>100' STATO HOUSI:20'39' STATO WELL 100'163', STA TO WATE'ì COURSE 50'>100' TEGEN!. n sandy CBO lnc. 129 Cains Lane Carbondale, Colorado 81 623 Phone 97t1.309.5259 carla.ostberg@gmail.com Surprise Valley 1, ILLC Lot 21-lt Grand l'logback Exemption Garfield County, Colorad,c Project Number: C1707 Date: 0412712022 Designed by:CBO Reviewed by: RB Drawn by: DD Sheet 4 0F 4