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Home My WebLink AboutOWTS Design'� 1BEOAODM RESIDENCE 1-1 2 0 SC AO CUPNE wow isto4 ezi 'RECAST CCIIC RUTS TWO CHAMBER SEPTIC TAII4 (SEE NMI HOLE n'e LIONS ElELEVATION COIITOUII W'61)MCVtr SFL[S TIED 1 TRENCHES. OCR HSTTELLC MID R' DEEP SOILS OBSERVATION PITS SITE Eva CATION I SIIE AND SOIL EVA.UAT IONS WERE PERFORMED BY OR UNDER THE SOPERVISON OF BRUCE D LEWIS PE. BOUNDARIESUNLIMITED Il! ATE E C C 923 ROP0 VEISPRINGS 201 BETGIENNOOD SPRINGS C081601 970 945 5252 2 EVAI LESION BATEIS) MARCH6 B B 2020 3 SETRACK REOUIHF MINTS FOR A TREATMENT I EVEL I STA TRENCH/NFU UNI 1IIFD SAND FP 1ER OR SEEPAGE PIT ('ER TABLE 1-1) AIM All ADWF=600 GPD 3A SPRING TR WELL 100 1 B POTABIC WATER SUPPLY LINE 25. 3 C POTABLE WATER SLPPLY CISTERN 25' 3D. DWELLING-20' 3 E• PROPERTY LINE PIPE OR LINED IRRIGATION DITCH10' 3 F. INTERMITTENT IRRIGATION LATERAL INFILTRATION STRUCTURE - 25 3G I AKE. WATER COURSE IRRIGATION DIICII S I REAM ON WEIR AND-50 3H DRY GULCH, CUT BANK ON FILL AREA-25' 31 SEPTIC TANK -5' 3J RESTRICTME LAYER OR GROUNDWATER (VERTICES) 3IREATMENT LEVEL) PRESSURE DOSING/ 3 SETBACK REOUREMENTS FOR TI IE SEPTIC TANK SI TALL BE (PER TABLE 7-1) 3A SPRING ON B/ELI-50 3 A POTABLE WATER SUPPLY LIVE-10 3 C POTABLE WATER SUPPLY CISTERN • 25. 3 D DWELLING 5 3F PROPER IV I INE. PIPE OR IINED INRIGAI ION DIICII=10 3 F INTERMITTENT IRRIGATION LATERAL INFILTRATION STRUCTURE-.0' 3 G LAKE WATER COURSE IRRIGATION DITCH STREAK OR WETLAND 50 3 H DAY GULCH. CUT BANK OR FILL AREA 10 31 STA TREFLCEVBED COINED SAND FILTER OR SEEPAGE PIT 5' SOT'_ EVALUATION SOT'. PERCOLATION 1 ESTS IN THE NATNF SOLI S BIGHT TAN SANDY SILTY LOAM WITH ROCK BENEATH THE I TIO 20 45 6 20 API INDICATING A SOIL TYPO 2A AIM AN I IAH OE O 50 GPO/SE 2 INFO TMTORS SARI I BE IASTAI I ED IN SHAL LOW ID BEEP TRENCHES AND MOUNDED WITH 12'0F MINIMUM COVER ABOVE TOP OF INFILTRATORS B PA NI 1 LTY I TAT! SCATTERED RICK TYPE-2A DENSE CIAYEI SILTY LOAM WDH BOULDERS PPE-3 Q Site & Soils Evaluation Scale TITS SURFACE 2 EPA k2 SILTY DAM SCATTERED ROCK. TYPE -FA ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY INSTALL MARKER IT CAP IS TO BE BURIED 4 PVC WYE LW 0 FINISH GRADE 4-0 PVC RISER 4'045` BEND 4•e SEWER LINE Cleanout Scale N,T,S Ibm / 1000T-2CP 1000 Gallon Top Seam - 2CP GN RATES • Qee.' PerL122] e•e pmnaee• 1l " A51M • Top s Lfloc)) nom 4625 II' • Cc 0 213 dap: concrete - 6,000 PA Min IO.InRotion' • Tank la Ce set on 5" mln sand bed or pea 9 • Tank to be bock Piled uniformly an all sides M tills less Than 29" end CecM1anlcolly compocLed scornled m may be u hack DL provided fog eLon eso r e moved red and ELI /i'Ied ei1M1 Too IiOler 0LIIoo being at Ins a s InnE 2alien Min wale. lob le ale0 n e grade • Meets CIfi4a-061for resilient eclare • Inlet o d outlet Ida)) s pipe • VW 4• ^o e oomph) le winternal neernM al • M .imam bury depth ALLOWABLE BURY (Based on WaterTobin) 106• Top View Section - L View Digging Specs Invert Dimensions Net Capacity Net Weight 11' Long x 7' Wide Inlet Outlet Length VAdth Height Inlet Sde Mullet Told lid Tank Total 56" bolos inlet 56" 53 111" 60' 6B" 667 gal 323 gal 1010 gel 2620 lbs 93BU rbs 12000 Ibs y� VALLEY a/7 PRECAST, Inc. 8ue>nla Meta, Colorado Phone: 7194954764 Fox 719-395-3727 Web&: w1AW..�velleyprecasLoom Emsfront1eer.m,aolfeypracasLCarrj GENERA ADSORPTION AREA NOTES 7- INSTALL CHAMBER UNITS IN ACCORDANCE PATH MANUFACTURERS RECOMMENDATIONS ABSORPTION TRENCHES SHAL BE 3 WIDE 0R LESS AND PAPAL I El TI IE GROUND SURFACE CONTOURS AARAI LEI LNG TRENCHES SHAL I OE SEPAMTED HY A DISTANCE OF A MIN 3 THE BOTTOM OF THE ABSORPTION TRENCHES SHALL BC LEVEL AND THE BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE ANY SOIL SMEARS INCURRED DURING II IL EXCAVATION FAtURE TO DO SD NAY NEOUIBE THE CONTRACTOR TO REPLACE THE ABSORPTION FIELD AT HIS/HER OWN EXPENSE NMI GRAVEL I ESS CHAMBER SYSTEM INFILTRATOR GLICK 4 ADVANCED DRAINAGE SYSTEMS BIDDIFFUSER (STANDARD) OR ENGINEER APPROVED F0110. BOTTOM TO RE I EVEI AND FI ATQ11il ENTIRE AREA 10 WITHIN 0 05- (TYE I REMOVE ANY ENCOUNTERED BOULDERS AND BACKFILL WITH LOAMY SAND OR SANDY GRAVELS DO NOT USE COMPACTED ARTERIES DO NOT WALK ON OR COMPACT BOTTOM OF TRENCH ORAL\ACE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE FI' D. AS NECESSARY TO PREVENT SURFACE RUNOFF FROM EATERMG ABSORPIMV AREA NO EXCAVATION OF lllE ABSORPTION FIEI O IS TO RE DONE DURING WET WEATHER AND USE 01 RUBBER TIRE VEHICLES OVER THE ADSORPTION AREA IS STRICTLY PROHIBITED UNSUITABLE MATERIAL EXISTING WITHIN THE HOLD SHALL BE EXCAVATED AND BACKFILL SHAL_ CONISISI OF IMPON I ED I CAM/ SAND OR SANDY GRAVEL THE ENGINEER SHALL BE CONTACTED IF BEDROCK OR GROUNDWATER IS ENCOUNTERED IN THE OVER-EOCAVATION ILL 36.1/'N NE101V AND VALI*A PIPES SHALL EATER THE UPPER KNOCKOUTS 7 TOPSOIL COVER MAY BE VARIED II -FOOT MINIMUM 2 FOOT MAXIMUM)10 ALLOIA FOR LANDSCAPING CIS CDVII-ASEOL STD/NAM EOR BOX B COVER -US COLOR PURPLE OR GREEN - LAKE_ SEWER 1IAISI IE1 GROUND-MMVTIH050VDT E SI OPF AWAY FROM TOP SURFACE OF THE CHAMBER TRENCHES (IIDIS111RBED NON SETTS 411SCH AD OR S01135 rterr NOQY!ref IMAMTAN-MN COVER OVER PPE) `MIT SERA ROACH SYSTEE S RUNS IN OARS NIL EACH ROW Nil TA ALI L SIGH. CINSPECIION PORE- TAP (4 O7VC SNl9 PIPE CUT TO FIT LOCATE PER PLAN VFW ATTAMI REMOVABLE CAP OR1IIYl'JQ CI EPOQUE ASSEMBLY NNC COUPE INC FON SUWONI • . Typical Chamber Serial Trench System Scale NTS TO THIRD 1RP.04 • $ .I 1 r . I 1 Vicinity Map I AL CO',Sl F„.TMY SEA. L BE W ACCORDANCE WITH COME REGULATION 843ONSITE WASTEWATER TREATMENT SYSTEM REGULATION TE,TS) MIS-. CURRENT [OITAA AND OCAL AGENCY REQUIREMENTS WHICH MAY OR MAY NOT SPECIFICALLY BC NOTED Al TM DRAWINGS 111E CONTRACTOR MTN I N RFSPONSIOIF FOR KNOWING AIM CONFORMING TO SUCH SPECIFIC OF IAII S AS ME REFERRED TO IN THE ABOVE MENTIONED REGULATIONS THIS DRAYIIAG DOES NOT COFISIITUTE AN OWES PERMIT A PERMIT MUST BE OBTAINED FROM THE APPROPRNIE _FECAL AGENCY THE ENGINEER MUST OBSERVE THE CONSTRUCTED SYSTEM BEFORE BACKFIL_ ANO PROVIDE A RUDER OF NSPECTIOFI AS REWIRED BETTE LOCAL AGENCY A REQUEST FOR INSPECTION MUST BE MADE BY THE CONTRACTOR AT (EAST ODOURS PRIOR ID THE EXPECTED -TIME OF BACKFILLIMG 2 atelbeCetruizerbeG q 61 11 2 A THREE (3) BEDROOM RESIDENCE (SING GRAVITY ARID IREATMEVI LEVE_ 1(01) 28 AVERAGE DAILY WASTEWATER FLOW (BOWER AND ORGANIC LOAD RATE (BOO) 2 B I SINGLE FAMILY MULLING 75 gods B 020 B00, IbWay 2 B 2 ROOT 75 god" (3 BEDROOMS" 2 PERSONS/BEDROOM) 450 god 2B3 BON -020 MS/day- (3 BEDROOMS' 2 PERSONS/BEDROOM)- 12UHMO) BOD,n'g9 -880081-1268Fyr•1 NOW - 3198 m0/1 ADWF-B34 450 ROON34 2 R 4 ULM = 000 ' 0 85 - 272 ma/1 3 SEPTIC IAAK (SEC 43 9 R 2 al 3 A SEPTIC TANK 3 iE6100MS C ' DOD CAI IONS - 1 UDR GAL EONS 3 B Al 000-GALLON TWO COMPARTMENT TAAK WILL BE REQUIRED 3C THE TANK N NOT SUBJECT TO BUOYANCY A ABSORPTION AREA CALCULATIONS 4A SOIS WEREANM WED BY BOUNDARIES UNIW.ITEOINC ON MARCI 168 B 2020, TO RE 10E101121. Cv'ERA'PFCI VA'2Y 1B-24 MICK MEDIUM OE LIGHT TAN SHAY SILTY LOAM WITH OCCASIONAL ROCKSIWPE-2AI WI- A IRE="'lEEE ::: r. TERN ACCEPTANCE RATE (LIAR) OF 0 5I oDE/SE 4B MINIMUM SOL TREATMENT AREA A A- ASIDE - 450 -90OSF LIAR 050 godSF 4C SUE AMUSIMCVT FACTORS GRAVEN 10 CHAMBER BED Al A C.1 AAC1-900 SE•10"01-650 SE 4D GRAVELLESS CHAMBERSYSIEM 401 INFILTRATOR ONCK4 630 SF/ 12 S5/(NIT 53 DAYS IN A BED CONFIGURATION 4 D 2 AO56IODRMSER (STANDARD) GOOSE/ 1B75SFAIIIIT 34 UNITS IN A BEDCONEIGURA1 ION 5 THIS SYSTEM IS SIZED FORIYPCM DOMESTICWASIES DAI Y BACKWASI I OR El USIANG FEOWS FOR REWRSE OSMOSIS UNITES OR WATER SOI IENERS AND/OR FLIERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM 6 CLEAN OUTS ARE REQUIRED ATTHEIi0USE AND AT ALL BENDS AND AT LEAOI EVERY 100 FEET BETWEEN THE NOISE AM) THE SEPTIC TANK 1 IRE CONTRACTOR SHAL RE RESPOASIBLE FOR INSTALLING AL_ 1'/ALER TIGHT COMPONENTS THROUGHOUT THE SYSTEM 10 PREVEAT INH_1RATMN B INSEAM RISERS AS NECESSARY TOBRNG ATI ACCESS PORTS TOFINAI GRADE PORTS SIIA I ME MAIMED I CAPS ARE TO RE DENIER 9 INSTALL 3 INCHES OF BLUEBOARD NSU_ATMM 3-FEET WIDE OVER SEWER MIO EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 5-FEET UNDER 110 CIRCUMSTANCES SHALE COVER BE LESS THAN 2-FEET. 10 SITE PLAY NFORMATION FROM 000DEE EARTH 11 I °CATIONS OF All COMPONENTS MAY RE VMIERAS NECESSARY AS LONG AS A I MINIM PA DISTANCES AND SI ORES MNT THOSE REQUIRED Lofty urrisTowor DOSED ALL COASTRUC11011 SHAL BE IN ACCORDANCE 01M COPHE REGULATION 843 °NOTE WASTEYIRTER IREAIMENT SYSTEM REGULATION (OWES). MOST CURRENT (ORMA AND OCAL AGENCY ROOUIROMCNTS WHICH MAY OR MAY NOT SPECIFICALLY EC NOTED ON 1NC DRAWINGS TI IF CONIMCTOR 51MI I RE RESPONSIYI E FOR KNOWING AND CONFORMING TO SUCII SPECIEIC DEIAE S AS ARE REFERRED TO IN 111E ABOVE M000IDVED REGUTAIIOAS THIS DRAWING DOES NO1 COHSDTUTE 4N OWES PERNO APERMIT MUST BE OBTAINED FROM THE A'PROPRMIE _OCR AGENCY THE ENGINEER MUSE OBSERVE THE CONSTRUCTED SYSTEM BEFORE BACKEIL_ MID PROVIDE A LETTER OF INSPECTION AS AO'JIEEO BY T. IC LOCAL AGENCY A REQUEST FOR INSPECTION MUST BE MADE BY THE CONTRACTOR AT LEAST 48-HOURS PRIOR TO THE EXPECTED TIME OE BALM -FLING 2 CEIAIN° E/NM L1444$ SEC 436A 211E 2A THREE MI BEDROOM R(SIRCVCC USING DOSING AND TREATMENT_DEL I(TLI) Al AVERAGE DAIS WASIEWAIEN FT OW (ADM-IANO ORGANIC IOMIAAIE (BUD) 2N1 SNGIF FAMIY DYF. LING 75 gods A 020 BEN,IbYeay 2 B 2 ADWF 75 g1" (3 BEDROOMS` 2 PERSONS/BEDROOM) 450 god 2 B 3 MID, 020M5/Wy'(3 BEDROOMS' 2 PERSONS/BEDROOM! 1201bRMTE BOO, mg I -050.0 W]F411 - use, an - 319 B myl AOWF'B 34 450 NON 34 2B4 CBOO: - MOO' 085=212 m4/1 3 1:08;!exacta' ea 3A SEPTIC TANK 33E0ROOMS El BOO GALLOIIS- 1 000 GALLONS 3B 00515G SHALL REWIRE IRE USE OF A 1009 GALLON MO COMPARE MEN) TANK ERUPTED WITH A DOSING PUMP SIAHON 3 C THE TANK W NOT SUBJECT 10 BUOYANCY 4 ABSORPTION AREA CRCUEAIIOAS IA 4B TIIEABSOMIAN AREA IS UPLIILL OF 111E TAM DIEREFORE DOSING SI FALL BE REQUIRED SEES WERE ANALYZED BY BOUNDARIES UNLIMITED INC (MARCH IR 2015)10 BE MAN PLACED C.A°EY'I.. OYEZ L r ✓ TAN SANDY SLIY LOAM WITH IOU_ DERS (IYP[3) WITH A 1REATMEVf LEVEL I LONG TERM ACCC'TAACC RAIL ILTARI OF 0 3n spa SI 4 C MINIMUM 9311 MEAT VEIN AREA A A ADWF 450 900 S F LIAR 050 g0d'SF 40 SIZE ADJUSTMENT FACTORS PRESSURE DOSING 00 CHAMBER BED 07 401 A act-911OSF' 0B. 07-504SF IE GRAVENESS CHAMBER SYSTEM 4 C I INFILTRATOR 011IC8I nM SE/ 12 SF/UNIT 92 EMITS IN A BCD CONFIGURATION 4E2 ADS HMOFEUSER(SIAIIDARU) 5045E/ 1 B 75 SEMNI I - 21 UNITS IN A BED CONFIGURATION 5 THIS SYSIFM IS SUED FONIYPCN ODEESOCYIASIFSOAIY BACKWASH CM ELUSNINGHOWS EON IRVINSF OSMOSIS mots ON WATER SOFTENERS AND/OR FLIERS SHOULD FM BE IATROOLICED INTO IRIS SYSTEM 6 CLEAN OOIS ARE RCOUIRED AT THE HOUSE AND AT ALL BENDS AND AT LEAST EVERY 100-FEET BETWEEN THE HOUSE MO THE SEPTIC TANK i THE CONTRACTOR SHAL BC R[SPOASIBLC FOR INSTALLING AL_ WATER TIGRE COMPONEWS THROUGHOUT THE SYSTEM TO PREVEAT NFl 1RA1MN B N5TAI I RISERS AS VFCESSMAY TO BRING ALL ACCESS PORTS 10ERM1 GRADE PORTS SNA I ME MARKED A CAPS ARE TO BR BURIED T NSTALL 3 I101E50F BWEBOMD NSU_ALMN 3 FEET WIRE OVER SEWER AND[FEW[RT PPCWIICRLV[R OCPTI I NU053D IAIID FEET UNDER NO CIRCUASTAVCES SHALL COVER BE LESS THAII2-FEET 10 SITE PLAN INFORMATION FROM GOOGAEEARTII II LOCATIONS (IF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS A_L WIMMUM DISTANCES AND SLOPES MEET THOSE REQUIRED [,'irF1 N.yldtiaerdng 4.8 $Mr xF a orra "i71na 923 Cooper AMentie Suite 201 GICrlrvIAd SpPn05. CO 81601 iele: 970.945.5252 fILOT 970.394.2033 Engineer or Surveyor Seal Client InlOrmallOT Criss( Walters 807 CO 237 811( CO 81652 000.000.0000 NORTH 20 Slag 0 Know below. Call before you dig. Walters OWTS (807 CR 237) Onsite Wastewater Treatment System (OWTS)