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Home My WebLink AboutOWTS Design'"4, y-1 a xt 4a' 0 FEET OF 4" DIAM SDR35 PVC BUILDINGSEWERLINE AT2%SLOPE F_ - - /// PROPOSED REST EN7UM EL• -7413.8' ABOUT 38 FEET OF 4 -INCH SCH40 PVC (z BEDROOM) EFFLUENT LINE WITH THE FIRST AND LAST FOUR FEET AT 2% SLOPE NAIN LEVEL ^' - ASSUMED FL -]413 1000 GALLONS, TWO -COMPARTMENTS, / E SEC TANK NTH A EFFLU NTCFILTTERBYVALLEYPRECAST OWTS X -SECTION SKETCH MAIN HOUSE N.T.S If'I FEET OF 4" DIAM SDR35 PVC BUILDING SEWER LINE AT 2% SLOPE PROPOSEDBail IM EL• -7428.8' ABOUT 24 FEET OF 4 -INCH SCH40 PVC (28EDRooM) EFFLUENT LINE WITH THE FIRST AND LAST FOUR FEET AT 2% SLOPE GROl-ND LEVEL ASSUMED R=7A GROUND --------� EL -7427 1t, INVout=7428' INVin=7425.8 NVDut=7425 55' 1000 GALLONS, TWO -COMPARTMENTS, - CONCRETE SEPTIC TANK NTH A OWTS X -SECTION SKETCH EFFLUENT FILTER BY VALLEY PRECAST BARN/ADU N.T.S GENERAL NOTES 1.. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES. 2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 3. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES WITH THE SEPTIC SYSTEM DESIGN OR LAYOUT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK 5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS OVER THE LEACHFIELD. 6. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED. ATTACH TO INFILTRATOR WITH A RING OR VENT CAP SCREWS 44NCH DIAMETER SDR35 WITH PERFORATIONS ON THE BOTTOM 8 -INCHES I I OPEN BOTTOM �_ OPEN BOTTOM INSPECTION PORT N.T.S. SURVEY/SITE PLAN - NOT AVAILABLE ALL ELEVATIONS MUST BE VERIFIED PRIOR TO CONSTRUCTION AND REPORTED TO THE ENGINEER FROST PROTECTION: ALL SHALLOW PIPING WILL BE INSULATEDIPROTECTED FROM FREEZING. INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION I11oi TO SGLLEI TOP NEW INSPECTION PORT QUMXA PWS ALLIlONE 12 END DAP =5 - o 53,• PRESSURIZED PIPE DRILL POINTS LOCATIONS Wall f� ENO V (2 PLACES) IEFFEGT'�ELENGIX) 18" 2" 13n INVERT FROM SEPTIC TANK INLET AT 8" SIDE PORT BOTTOM OF TRENCH ELEVATION PER COUNTY PERMIT INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (NOT TO SCALE) RAAO -1"=2000' PROFILE HOLE #1 PROFILE HOLE 42 PROFILE HOLE 103 0 TO 2 AND UP TO 5 FEET TOPSOIL 0 TO 2 FEET TOPSOIL 0 TO 4 FEET TOPSOIL 2 TO 5 FEET BROWN, CLAYEY -GRAVELLY 2 TO 7.5 FEET LIGHT BROWN, 4 TO 7.5 FEET LIGHT BROWN, SAND WITH COBBLES AND BOULDERS SILTY -SANDY, GRAVELLY SILTY -SANDY CLAY WITH 5 TO 7.5 FEET LIGHT BROWN, SANDY CLAY WITH COBBLES COBBLES AND BOULDERS CLAY MATRIX WITH COBBLES AND NO GROUND WATER NO GROUND WATER BOULDERS ENCOUNTERED ENCOUNTERED NO GROUND WATER ENCOUNTERED to be backflls FROM PROFILE HOLE 2 - SAMPLE AT 48 FEET, RIBBON 1" - 2", EQUALLY 1n.a 24Y a all aWe In bRa less than 26- antlnwaE.cc GRITTY AND SMOOTH, TYPE 3 SOIL, CLAY LOAM, LTAR = 0.35 GPD/SF atedlan cernpamte,Excavated RECOMMENDED: INDIVIDUAL, GRAVITY SYSTEMS FOR EACH OF THE STRUCTURES trial y be used fwrare.w DESIGN CALCULATIONS - MAIN HOUSE OR BARN provided large stones -are e oved NUMBER OF BEDROOMS: 2 BEDROOMS IN THE MAIN HOUSE AND 2 BEDROOMS IN THE BARNIADU MAXIMUM DAILY FLOW = QMAX A� AMAX = 300 GPD put N mrv(cs for law allatbn with water table less than 2' train. grade �RllOp ip Grade Meets C1644-06 for 'wellel RISER AND COVER connectoro • Inlet and Outlet Identifled above pipe '-, TO THE SURFACE P4 W9 • 4' Noxknum bury Filadbile I (SEE NOTES 3&4) •'' °' ' 4..? '' _a nnnhA11 EIMR TTAII) f`(IAA OARTMF NTC 9• ALLOWABLE BURY 19" ATTACH TO INFILTRATOR WITH A RING OR VENT CAP SCREWS 44NCH DIAMETER SDR35 WITH PERFORATIONS ON THE BOTTOM 8 -INCHES I I OPEN BOTTOM �_ OPEN BOTTOM INSPECTION PORT N.T.S. SURVEY/SITE PLAN - NOT AVAILABLE ALL ELEVATIONS MUST BE VERIFIED PRIOR TO CONSTRUCTION AND REPORTED TO THE ENGINEER FROST PROTECTION: ALL SHALLOW PIPING WILL BE INSULATEDIPROTECTED FROM FREEZING. INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION I11oi TO SGLLEI TOP NEW INSPECTION PORT QUMXA PWS ALLIlONE 12 END DAP =5 - o 53,• PRESSURIZED PIPE DRILL POINTS LOCATIONS Wall f� ENO V (2 PLACES) IEFFEGT'�ELENGIX) 18" 2" 13n INVERT FROM SEPTIC TANK INLET AT 8" SIDE PORT BOTTOM OF TRENCH ELEVATION PER COUNTY PERMIT INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (NOT TO SCALE) RAAO -1"=2000' PROFILE HOLE #1 PROFILE HOLE 42 PROFILE HOLE 103 0 TO 2 AND UP TO 5 FEET TOPSOIL 0 TO 2 FEET TOPSOIL 0 TO 4 FEET TOPSOIL 2 TO 5 FEET BROWN, CLAYEY -GRAVELLY 2 TO 7.5 FEET LIGHT BROWN, 4 TO 7.5 FEET LIGHT BROWN, SAND WITH COBBLES AND BOULDERS SILTY -SANDY, GRAVELLY SILTY -SANDY CLAY WITH 5 TO 7.5 FEET LIGHT BROWN, SANDY CLAY WITH COBBLES COBBLES AND BOULDERS CLAY MATRIX WITH COBBLES AND NO GROUND WATER NO GROUND WATER BOULDERS ENCOUNTERED ENCOUNTERED NO GROUND WATER ENCOUNTERED to be backflls FROM PROFILE HOLE 2 - SAMPLE AT 48 FEET, RIBBON 1" - 2", EQUALLY 1n.a 24Y a all aWe In bRa less than 26- antlnwaE.cc GRITTY AND SMOOTH, TYPE 3 SOIL, CLAY LOAM, LTAR = 0.35 GPD/SF atedlan cernpamte,Excavated RECOMMENDED: INDIVIDUAL, GRAVITY SYSTEMS FOR EACH OF THE STRUCTURES trial y be used fwrare.w DESIGN CALCULATIONS - MAIN HOUSE OR BARN provided large stones -are DESIGN LONG TERM ACCEPTANCE RATE RATE = 0.35 GPD/SF oved NUMBER OF BEDROOMS: 2 BEDROOMS IN THE MAIN HOUSE AND 2 BEDROOMS IN THE BARNIADU MAXIMUM DAILY FLOW = QMAX Qrrm 2 BEDROOMS X 2 PERSONSMEDROOM X 75 GALLONS/PERSON/DAY AMAX = 300 GPD put N mrv(cs for law allatbn with SEPTIC TANK V = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM USE 1000 -GALLONS THREE COMPARTMENTS, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER, BY VALLEY PRECAST OR EQUIVALENT APPROVED BY THE ENGINEER. ABSORPTION AREA BASED ON APPLICATION RATE: A = 300GPD/0.35GPD/S.F. A = 857.14S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION NTH AN ALLOWED 30% REDUCTION A=600SF SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 50 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS AS SHOWN ON THE PLAN. NOTES: 1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES. 2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL, 3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. 4. EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. 5. THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TO SCHEDULIN( AN INSPECTION. 6. THE TRENCHES FOR THE INFILTRATOR CHAMBERS SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR. 7. EXCAVATE NINE (3) FEET WIDE TRENCHES 8. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. & ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 9. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT. 10. AFTER INSPECTION, BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER. 11. THE FINAL GRADING OVERT THE STA WILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOIL TREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP. 12. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 13. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 ADOPTED JUNE 18, 2018. 14. FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE GARFIELD. COUNTY ENVIRONMENTAL VEGETATIVE COVER � NATIVE BACKFILL (TYP.) CONNECT AT ENDJ^�� -" - OF CHAMBER ROW 36" TRENCH TO NEXT TRENCH Item 1000 Gallon Tops Sea - 1000T-2CP DESIGN TGR • Per Perfa'manc< lest per Dw9a I� viewASTM C1227 1 • Top sensors area 48.25 ft' • vf.l Q 28 days concrete - 6,000 P81 A4yM n•tollatlon' pAt1yy anx io be set an S- mn sandbad C1211'ation be. rPbe gravelTank to be backflls 1n.a 24Y a all aWe In bRa less than 26- antlnwaE.cc atedlan cernpamte,Excavated trial y be used fwrare.w provided large stones -are oved • Excawton shauld be dewatered antl tank fed with water Prior to being put N mrv(cs for law allatbn with water table less than 2' train. grade �RllOp ip Grade Meets C1644-06 for 'wellel connectoro • Inlet and Outlet Identifled above pipe '-, • Delivered complete wth Tatemal P4 W9 • 4' Noxknum bury Filadbile J) Ill 9• ALLOWABLE BURY 19" (Based on Water Table) 6Fl"I ALLawARtE C} WATiR TABLE EARTi LL �,.. W" . l49' I a o• z' o' I 1'-0- 3'-B• - 1061'- 1"..,•44f Q Digging Specs e: Glmaasions ----Nal CaPocity F13' Long n 8' W • .: ;.> ,• I,let Side 0A].t IDtnl 1. �56" bdlow inlet 56 �., - 687 gal 323 gal 101D qt - 1 tr;+:: +_'i95-6764 7 VAIXEY 1f r.• -X3727 , 7 IPAST}TBC. 'aq'(`+*iku '.x-v811eyptos stain L ? •x di4 fiOtdask@valleyPT0CASLO= .� Do Do Z 0 F_ o_ L) J) Ill ❑ ILL Q O z U) Q G Q W F - l,J-D Z W m LLJ or W _jLoO F- U) O O ~ w_ _Q®U 0 vUM U �N Q 3:M U) Z RZ ` Z L.6. W W � U o Z I- (n 00 v cel U W Q cM Z Q E W m V0 -w U) Z G W W F_ _ N~ Z W 00 LL V 411 ^!/�' M CO p x LL! 0 J p rn c E -O M UQ c7 A�, Na?a A \ r J2S? _ ~ 5 0 a W k 0 RT 11 {"4. s�at•4W#¢erg* q7 ,- ^x`'� cW E 31v 3.ft'f7ll.,L¢`• 5!3112022 ' 295 t ( DRAWN BY: L.P. CHECKED BY: L.P. PROJECT NO.: 22-3619 DATE: MAY 31, 2022 DRAWING NO.: 22-36190 WTS. D WG SHEET: C-1