HomeMy WebLinkAboutOWTS Design 11.05.2022T 29 CAINS LANE
CARBONDALE,CO 41623
970.309.5259
CARLA.OSTBERG@G MAIL.COM
siltl''l'rc (]o Ns(tr-:l'rl\IG;
November 5,2022 Project No. C1769
Dana Yerian
davbreakconst@hotmail. com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
2-Bedroom Residence + 1-Bedroom Accessory Dwelling Unit (ADU)
3554 CR214
Garfield County, Colorado
Dana,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 2.45-acre property is located outside of New Castle, in an
area where OWTSs and wells are necessary"
Legal Description: Section: 1 Township: 6 Range: 92 TR lN THE NESW
Parcel lD 2179-013-00-297
S¡TE CONDITIONS
A 3-bedroom residence presently exists and will be demolished and replaced with a 2-bedroom
residence. An additional dwelling unit (ADU) with 1-bedroom also exists on the property. Both structures
are served by separate OWTSs consisting each of a septic tank and seepage pit. No documents on
either system were available from Garfield County's online dataþase. The system serving the existing
residenôe will be abandoned. The septic tank serving the ADU will remain in use, but the seepage pit will
be abandoned.
The property is served by a private well on the property, located just north of the proposed two-bedroom
resid'ence, near the northern property line. The well will be at least 5O-feet from the proposed septic tank
and at least 1OO-feet from the proposed soil treatment area (STA)'
A ditch runs along the western property boundary. The proposed septic tank and STA will be at least 50'
feet from the ditch.
The proposed STA location is relatively flat, sloping slightly to the south, and will parallel an existing
shed-. The area is a yard vegetated with grasses. We recommend discontinuing or limiting irrigation in
this area once the new STA is installed.
There should be no traffic or staging of material over the future STA site to avoid compaction of soils
prior to construction of the STA.
Page2
SUBSURFACE
The subsurface was investigated on September 16, 2022by digging two soil profile test pit excavations (Test
Pits). A visual and tactile soi analysis was completed by Carla Ostberg at the time of excavation.l
The materials encountered in Test Pit #1 consisted of medium brown topsoil to 1.5-feet, underlain by light
brown sandy loam to a maximum depth explored of 8.0-feet. Soils below 6.5-feet were moist. No
bedrock or groundwater was encountered.
The materials encountered in Test Pit #2 consisted of medium brown topsoil to 1.0-foot, underlain by light
brown sandy loam to a maximum depth explored of 8.O-feet. Soils in this test pit were less moist. No
bedrock or groundwater was encountered.
A sample of the soil was taken from Test Pit#2 at 3-feet below grade. Soil structure grade was
moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure
shape was blocky and consistence was friable. Soiltexture was gritty.
STA sizing is based on SoilType 2, Sandy Loam with moderate structure grade. A long term
acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS.
Test Pit #1
I Carla Ostberg hotds a Certificate of Attendance and Examination from the CPOWVisualand Tactile
Evaluation of Soils Training.
Page 3
Test Pit #1
Sieved sample
View of Test Pit #2 Backfill
Page 4
Test Pit #2
Backfill from Test Pit #2
DESIGN SPECIFICATIONS
The existing septic tank serving the residence will be located, pumped, and the top, bottom, and sides
collapsed anO tne remaining void filled with onsite materials or removed. The existing seepage pit
serving the residence will also be abandoned by pumping and filling the void with onsite material.
The existing septic tank serving the ADU will remain in use, but the existing seepage pit will be pumped,
and the remaining void filled with onsite material.
Page 5
Desiqn Calculations:
Average Design Flow Main House = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD
Average Design Flow ADU = 75 GPD x 2 people/bedroom x 1 Bedroom = 150 GPD
LTAR = 0.6 GPD/SF
450 GPD / 0.6 GPD/SF x1.2 (gravity bed) x 0.7 (chambêrs) = 630 SF
The new OWTS design is based on 2-bedrooms in the residence and 1-bedroom in the ADU. An
average daily wastewater flow of 450 GPD will be used.
For the purposes of this OWTS design, Benchmark Elevation has been established as 100' as top of
existing well. CBO lnc. should be notifÌed of any discrepancies or problems with grade elevations of
proposed components during installation of the OWTS.
"Elevations are based upon standard OWTS installation practices. Component elevations may change ng
installation due to site conditions. Minimum grade refers to piping between components.
The existing sewer line and existing 12SO-gallon, two-compartment Copeland Concrete septic tank
serving the ADU will remain in use. Sanitary tees on both the inlet and outlet sides of the existing septic
tank must be present. Risers must be added to bring the manhole lids to grade.
The 4-inch diameter sewer line from the septic tank must be minimum Schedule 40 under any area
subject to traffic and must have a minimum 1o/o lall to the location of the proposed septic tank that will
serve the 2-bedroom residence.
Minimum ElevatlonOWTS Gomponent
Approximate horizontal distance 91'/ min. 1%fall I
min. 11.375" fall
Primary Tank Outlet lnvert ADU (91.5')
NOTE: Ground level approx. 95' / Approximate
horizontaldistance 67'l min. 2o/ofa[ / min. 16.75"
fall
Primary Tank lnvert Main House (SET AT
APPROX. 90' (Top of tank at approx. 91') Tank to
be set no deeper than 4' below grade to top of
tank.
Approximate horizontal distance 25' I min.1%fall I
min.3.125" fall
Manifold (ground level in area of STA ranges from
approx. 92'to the north and 91'to the south)
Page 6
A new, 4-inch diameter sewer line with a double-sweep clean out and 2% faß must be installed existing
the new residence. The sewer line must be mínimum Schedule 40 under any area subject to traffic. The
sewer line must be minimum SDR-35 in non-traffic areas.
The system installation must include a minimum 1O00-gallon, two-compartment septic tank (any state-
approved concrete or poly tank is acceptable)with an effluent filter on the outlet tee. Risers must bring
the manhole lids to grade for access. lf more than one riser is added to the septic tank, an extension
handle must be installed on the effluent filter.
Effluent will gravity flow to a 4-inch diameter SDR-35 level manifold connecting 4 rows of 14 'Quick 4'
Standard Plus lnfiltrator@ chambers for a total of 56 'Quick 4' lnfiltrator@ chambers and 672 square feet
of infiltrative area OR 1 1 'ARC' ADS chambers for a total of 44 'ARC' ADS chambers and 660 square feet
of infiltrative area. lnspection ports must be installed at each corner of the bed. Ports may be cut to
grade and placed in sprinkler boxes for access.
COMPONENT SPECIFICATIONS
The component manufacturers are typicaf of applications used by contractors and engineers in this area.
GBO lnc. must approve alternative components prior to installation of the OWTS. Requests must
be submitted, in writing, to our office for approval prior to installation. Component technical data
sheets are available upon request.
Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the
OWTS Permit provided by Garfield County Building Department, and this design.
INSTALLATION CONTRACTOR
CBO lnc. expects that the installer be experienced and qualified to perform the scope of work outlined in this
design. The installer must review this design thoroughly and coordinate with our office in advance of
installation. Any additional conditions in this design or county permit must be completed and documented
prior to final approval of the OWTS installation. Communication between the installer and this office is
expected throughout the installation.
INSTALLATION OBSERVATIONS
CBO lnc. must view the OWTS during construction. The OWTS observation should be performed before
backfill, after placement of OWTS components. Septic tanks, distribution dêvices, pumps, dosing
siphons, and other plumbing, as applicable, must also be observed. CBO lnc. should be notified 48 hours
in advance to observe the installation.
ln an effort to improve the accuracy of the record drawing, we request that the installer provide a
sketch of the installation, including path of the sewer lines, water line installation (if applicable),
COMPONENT MANUFACTURER MODEL NO.COMMENTS
Septic Tank lnfiltrator@ Item # lM-1060-2CP 1000-gallon,2-
compartment poly septic
tank (can be substituted
lor concrete)
Biotube h,tfl uent h¡lter Orenco@ Full Size Effluent Filter and
housino
Tank Risers and Lids Orenco@ Double-walled PVC Risers and
Lids (24" diameter)
Chambers lnfiltrator@ Standard Plus 56'Quick 4' Chambers
PageT
sept¡c tank location, STA location, and measurements from building corners or another fixed
objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design
Packet. Photographs of the installation and final cover are also requested to supplement our installation
documentation.
REVEGETATION REQUIREMENTS
An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire
disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
successional species. No trees or shrubs, or any vegetation requiring regular inigation shall be placed over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be ímplemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INFORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWïS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAs, and any other components needing maintenance.
Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials
should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during
construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing
fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a
running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
lf an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned
annually, or as needed. lf the OWTS consists of a pressurized pump system, we recommend the laterals be
flushed annually, or as needed.
The homeowner should pump the septic tank every two years, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITIONAL CONSTRUCTION NOTES
lf design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of
freezing. The pump shall have an audible and visual alarm notification in the event of excessively high-
water conditions and shall be connected to a control breaker separate from the high-water alarm breaker
and from any other control system circuits. The pump system shall have a switch so the pump can be
manually operated.
Excavation equipment must not drive in the excavation of the STA due to the potential to compact soil.
Extensions should be placed on all septic tank components to allow access to them from existing grade
Backfill over the STA must be uniform and granular with no material greater than minus 3-inch.
Page 8
LIMITS:
The design is based on information submitted. lf soil conditions encountered are different from conditions
described in report, CBO lnc. should be notified. All OWTS construction must be according to the county
regulations. Requirements not specified in this report must follow applicable county regulations. The
contractor should have documented and demonstrated knowledge of the requirements and regulations of
the county in which they are working. Licensing of Systems Contractors may be required by county
regulation.
Please call with questions
Sincerely,
CBO lnc.
fu,\b tstúÅ,^,6
Carla Ostberg, MPH, REHS
NffiSCALE: 1 = 50'=0"DRAWINGS MUST BE USED INCONJUNCTION WITH DESIGNLETTER DATED 1 1 I O5I2O22ddric lhqditcìplosìic ce,THE LOCATION OF PROPOSED IMPROVEMÊNIS SHOIAN ARENOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONSARE APPROXIMATE. IT IS THE HOI\¡EOWNERS' DUTY TOENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONSARE ACCURATE, PROPERTY LÍNES AND SETBACK DISIANCESSHOULD BE CONFIRMED PRIOR TO EXCAVAIION. SCALEDFOR PRINTING ON 1 1" X 17" PAPER-¿w1 .0z6€$6d2-BEDROOMRESIDENCElop of rdlpoleITP2LINESTAIL_I 25'SEPTICTANK210'Riqht ofUtilitiæ8oñloqcomt.Ibj Sualecr PRoPERTv FI '",-'y:- I/--50',/ ro,_,JSEÏBACKDITCHIj-BEDROOM ADUIof6cin9(tphd)ll*'"TPI+SEPTICTANKıGro€i rødFdnd r€br rit¡ plßt¡ccq, PLS No. 13501CBO lnc.129 Caiìs LaneCarbondale, Colorado 81 ô23Phone 970.309.5259ærla.odberg@gma¡l.cÐmDaybreak Enterprise, LLC3554 CR 214Garñeld County, ColoradoProjectNumber: C1769Dale: 1110512072Drawn by:Designed by: CBOReviewedby: RBDDSheet l 0F 4
Found rebor with plosticcop, PLS No. 13501Grovel rood surfocePumphouse BM 1oo,TOP OF WELLIop of well 100's8g030r26''E298.87'4'DIA SDR.35 SEWER PIPE WITH CLEANOUT(MUSÏ USE 4" DIA SCHËD-40 SEWER PIPEUNDER DRIVEWAY)MIN 2% FALL TO TANKTP1+Fuel tonkNoleffiNdz!oocãoOEıo(,oFSCALE: 1'= 30L0',,--50,SETBACK,/ ro DtrcHLINE4" DIA SDR.35 SEWER LINE(MrN 1% FALL TO MANTFOLD), r{\/ /,4'DIA SDR.35 LEVEL MANIFOLDShedNEW IOOO.GALLON 2-COMPARTMENT SEPTIC TANK WITH ANEFFLUENT SCREEN,RISERS AND LIDS TO GRADE (TOp OF GROUND AppROX, 95):EXISTING SEEPAGE PIT TOBE ABANDONEDTIE INTO EXISTING SEWER PIPEWITH 4" DIA SCHED-4o SEWER PIPEMIN IOl" FALL TO PUMP TANK91,5'OUTLET INVERT1 25o-GALLON 2-COMPARTMENTSEPTIC TANK TO REMAIN ACTIVEISEWER PIPE TO REMAIN ACTIVEqlI2Érlcorü(r)o\EXISTING SEEPAGE PITTOTPBE ABANDONEDlru i /-/GRAVELLESS CHAMBER BED CONNECTED WITH A LÊVEL MANIFOLD.4 ROWS OF 14 'QUICK 4' CHAMBERS FOR A TOTAL OF 56 CHAMBERSAND 672 SOUARE FEET.@\\r 'INSPECTION PORT ATCORNER OF EACH BEDGrovelæToU)4Z*xI'1IL-2s.0'| 25' Rigt't or *oyI ond Utilities (Rec.NOTE: TOP OF GROUND LENGTH OF STAAPPROX. 92'TO NORTH AND 91'TO SOUTHi(or lngress/EgressNo. J09776)Bornloaw2.0DRIVEWAy101'FFMAINRESIDENCE2.BEDROOMRESIDENCEoaØ1-BEDROOMADUa)oln9_ogoCBO lnc,129 Cains LâneCarbondale, Colorado I 1 623Phone 970.309.5259ærla.ostberg@gma¡l.cornDaybreak Enterprise, LLC3554 CR 214Garfield County, ColoradoProjec{ Number: C1769Datet 1110512022Drawnby: DDby: CBOby: RBDesignedReviewedoSheet 2 0F 4
FINISHED GRADE4' DIr{ SDR.35 SEWER LINE(MlN. 19o SLOPE)END PLAÍEGRAVELLESS 'QUICK4'CHAMBERS (4x 3')NOTE: MUST BE MlN.SCH4O UNDERAREASSUBJECT TO TRAFFICOR SAND FORBEDDING24'MtN.3'MIN.a'MlN-rã1RENCH DETAIL\9t--añæ4" DtA SDR-35EFFLUENT PIPE(MlN. 1% FALLFROM SEPTICTANK4'DIA SDR-35 SEWER(MtN 2% SLOPE 10 TANKMlN. 1016 TO STA)SCREENEDEXTENTEXCAVAÎIONPVC LEVELMANIFOLDPLACÊD IN lOP14 CHAMBERS PER ROW4' DtA SDR-35 tNSPECftOñPORT AT EACH CORNER OFSTAPORÍ OF CHAMBEREND PLATES/^CIJAMBER BED PLAN/I.CHAMBER BED SEC'IIONTRAÏOR(R)QUTCK4(rM) CHAMBERS, 3'X4'SMATL VALVE COVERBOX OR IRRIGATIONVALVE BOX AT GRADE4CAP OR THREADEDCLEANOI.J'T ASSEMBLYPVC PIPE ÔUT TOFt'f2'COMPACTENDEASE TO SUPPORTBOXUSE HOLE SAW TOCUI THRI.J TOP OFw3.0IIIBACKFILL MUST BEMINUS }INCH MATERIALCBO lnc.129 Cains LaneCãrbondale, Colorado 81 623Phorp 970.309.5259carla.ostberg@gmail.comDaybreak Enterprise, LLC3554 CR 214Garñeld County, ColoradoProjectNumber: C1769lDeE: 11rost2o22tes¡gnø uy: ceolReviewed by: RBlDrawn by: DDSheet 3 0F 4
DESIGNz.BEDROOM RES]DENCE + I BEDROOMADU(75 GPD x 2 PERSoNS/BÊDRoOM x 3 BÊDRooMs)WASTEWATÉR FLOW= 450 GPDTANK:MIN. IOOO GALLONSTO SERVÊ MAIN HOUSËÊXISTING 125O.GALLON SEPTIC TANK SËRVING ADU TO REMAINUSE IOOO.GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANKWITHEFFLUENT FILTERSOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAU SFGRAVITY, BED = 750 SF X 1.2 = 900 SFCHAMBERS = 900 SF X 0.7 - 630 SF / 12 SF / CHAMBER = 53 CHAMBERS4 ROWS OF 14'QUICK 4'CHAMBERSTOTAL 56 'OUICK 4' CHAMBERSSLIP.ON PVCDO NOT GLUEINSUT.ATEOÎRACÊRWIRE4'D¡ASÊWER LINE/ISOILS LOG\tl-FæFINISHED GRADEHOUSE-0-12-3-45FuHaFÊSOIL PROFILE TEST PIT NO. 1MEDIUM BROVVN TOPSOILLIGHT BROV'/I¡ SANDY LOAMMOTSTSOTLSSOIL PROFILE TEST PIT NO. 2MEDIUM BROWN TOPSOILLIGHT BROWN SANDY LOAMTO TANKLEGENDf,tq topso¡lffll sandyt: it læm^CLEANOUT DETAIL67II10NO GROUNDWA'1-ER OR BEDROCK ENCOUNTËREDDURING EXCAVATIONÊËCBO lnc.129 Cãins LaneCarbondale, Colorado 81 623Phone 970.309.5259cada.ostberg@gmail.comDaybreak Enterprise, LLC3554 CR 214Garfi eld County, ColoradoProjectNumber: C1769Ðarei '1110512022Designèd by: CBOReviewed by: RBDrawn by: DDw4.0Sheet 4 0F 4
3554 CR 214Legend
GDqPublic.ltet'" Garfield County, CO
Overview
Parcels
Roads
Parcel/Account
Numbers
Owner Name
[.11 lakes c R¡vers
- CountyBoundary
Line
R2OO08O PhysicalAddress 35542L4COUNTYRD 2olgTotalActualValue $383,320 Last2Sales
SILT 87652 Date Price
2l7g}tÐ297 OwnerAddress DAYBREAKENTERPRISELLC 5/4/2æ2 $O
2 PO BOX385 tu6/1986 $O
0 MESACO 81ó43
o20
74.6820
Legend
Account
Number
Parcel Number
Acres
Land SqFt
TaxArea
2019 Mill levy
Date üeated|tU9/2O22
Last Data Uploaded:. !49/2O22 3:4&344M
DeveropedorC)*þEt"^,r{çl
1119122,6:07 AMqPublic.net - Garfield County, CO - Property Record Card: R200080G)qPuHic.net* Garfield County, CO5ummaryAccountParcelPropertyAddressLegal DescríptionAcræLand SqFtT¿xAreaMilll€YySuMivisionR200080217907æ02973554 214 COUNTY RD, S|LT, CO 81ó52Sect¡on: lTownship: ó Range: 92TR lN THE NES /2.45o2074.6820@.MåPOwnerDAYBREAK ENTERPRISE LLCPO BOX 385MESACO 81ó43LandUnitTypeSquare FeetBuildingsBu¡ld¡ng#SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAL PROPERTY)0UnltsBuildingTypeAbstract Codes / (Property Typê)Architectural StyleSþríesFrameActual Year BuiltGross LivíngAreaTotal Heated SqFtBedroomsBathsHeating FuelHeatingTypêAirConditioníngRoofTypeRoofCover2ISFRst NGLE FAM.RES-IMPROVEMTS-1212 (RESt DENTIAL pROpERTY)1-STORY2WOODFRAMËt9874804801tGASFORCEDAIRNONEGABLECOMPSHNGLBuildíng#UnitsBuildingTypet7SFRhttps://qpublic.schneidercorp.com/Application.aspx?ApplD=1o38&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1 6QQ{{{.{gg&(syV¿lue=R2000801t6
1119122,6:07 AMAbstract Codes / (Property Type)Arch¡tectural StyleStoriesFrameActual Year BuiltBasernentAreaGroes LivingAreaTotal Heated SqFtBedroomsBathsHeatingFuelHeat¡ng TypeAir CondítioningRoofTypeRoofCoverActual ValuesAssessed YeerLand Actuallmprovement ActualTotal ActualAssessed ValuesAssessed YearLendAssessedI mprovement AssessedTotal AssessedTaxHistoryTuYearTaxes BilledClick here to view the tax information for this Þarcel on the Garfield County Treasurer's website.TransfersSaleDate ÐeedType5/4Nú2 SPECIALWARRANryDEED1U6/79A6 WARRANTYDEED2/4/rs8s QU|TCLA|M DEED1/71t9æ WARRANWDEEDqPublic.net - Garfield County, CO - Property Record Card: R200080SINGLE FAM.RES.IMPROVEMTS-1212 (RESIDENTIAL PROPERTY)1-SÏRY/BSM1WOODFRAME19092ñ\,126t,1263TGASFORCEDAIRNONEGABLECOMPSHNGL2022$18s,000.00$198,320.00$383,320.002022$12,8óO.OO$13,780.00$26,6&.ææ27$2,047.o42020$L,764.96202r$18s,OOO.O0$198,320.00$383,320.0o202t$13,230.00$14,180.00$27,470.W2019$1,6ó2.e22020$1ó0,000.00$203,590.æ$3ó3,590.002020$11,440.00$14sóo.oo$2ó,000.002078$1,984.64Sale Price$o$78,000$oReception Numberóo46243761"37338173303713Book - Page1359-8400ó98-O5110679-09890548-O219$oProperty Related Public DocumentsClick here to view Property lgb!edgC&.@Photoshttps://qpublic.schneidercorp.com/Applicat¡on.aspx?ApplD=1o38&LayerlD=22381&PageTypelD=4&PagelD=9u147&Q=1600442t489&KeyValue=R200080a6
1119122,6:07 AMSketchesqPublic.net - Garfield County, CO - Property Record Card: R2000803/6
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1119122,6:07 AMqPublic.net - Garfield County, CO - Property Record Card: R20008016.0'1 STY FIN OVER GAR480.0 sfqOfrahttps://qpublic.schneidercorp.comiApplication.aspx?ApplD=1 O38&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1600444489&KeyValue=R2000805/6
1119122,6:07 AMqPublic.net - Garfield County, CO - Property Record Card: R200080inttrpretãt¡on. Datâ is suhíÊct to constant change and its accurêcy ånd cornpleieness cannot be guaranteed.User Privacy PolicyG.9PR Privacv NoticeLast Datâ Up_þAç!-!UZZq2L!Í10:34lNvl Version 2.3.230Developed byl-)9."Jsìfl#rhttps://qpublic.schneidercorp.com/Application.aspx?ApplD=1O38&LayerlD=22381&PageTypelD=4&PagelD=9447&Q-1600444489&KeyValue=R2000806i6
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