HomeMy WebLinkAboutOWTS DesignREGEIVED
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GARFIELD COUNTY
COMMUNITY DEVELOPMENTcr-ì(),,-.129 CAINS I*ANE
CARBONDALE,CO 41623
970.309.5259
CARLÄ. OSTBERG@GMAI L. COM,
Fit,:r,'¡'t( ('( ):i¡i{'l,'l'l¡l'{ ;
June 17,2022 Project No. C1724
Mike Podmore
podmoremichael@gmail.com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
3-Bedroom Residence
Lot 1, Rapids on the Colorado
Garfield County, Colorado
Mike,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(O!AfIS) design for the subject residence. The 3.65-acre property is located outside of New Castle, in an
area where OWTSs are necessary.
Legal Description: Section: 4 Township: 6 Range: 91 Subdivision: RAPIDS ON THE COLORADO Lot: 1
Parcel lD: 2181 -043-07-001
SITE CONDITIONS
The property is currently undeveloped. A 3-bedroom residence is proposed
The residence will be served potable water from a community water system. There were two wells on
the property which have both been abandoned. There is an 8-inch water line that runs to a fire hydrant
and water tap to the southeast of the proposed residence. The sewer line will cross this water line. The
sewer line must be encased at least 5-feet of each side of the crossing (See W4.0/3 Encasement Detail)
The proposed soil treatment area (STA) location is relatively flat and vegetated with native grasses. No
topography was provided. The area generally slopes to the north toward the Colorado River.
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.
SUBSURFACE
The subsurface was investigated on May 18,2022 by digging two soil profile test pit excavations (lest Pits)
A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l
The materials encountered in Test Pit #1 consisted of medium brourn sandy loam to a maximum depth
explored of 7.S-feet. No bedrock or groundwater was encountered.
The materials encountered in Test Pit #2 consisted of medium brown sandy loam to a maximum depth
explored of 6.0-feet where practical digging refusal was encountered on a boulder. No bedrock or
1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOWVisual and Tactile
Evaluation of Soils Training.
Page 2
groundwater was encountered.
A sample of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was
moderate. The soil formed a ball and a ribbon f -inch in length before breaking. Soil structure shape was
blocky and consistence was friable. Soil texture was gritty.
STA sizing is based on SoilType 2, Sandy Loam with moderate slructure grade. A long term
acceptance rate (LTAR) of 0.6 gallon$ per square foot will be used to design the OWTS.
Test Pit #1 looking toward future house location Test Pit #1
\:- .,
Test Pit #1
Page 3
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Backfill
Sieved sample Ribbon approximately f -inch
Page 4
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Looking toward Test Pit #2 (lo the northeast) / sidewall
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Test Pit #2 Backfill
DESIGN SPECIFICATIONS
Design Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 4b0 GpD
LTAR = 0.6 GPD/SF
450 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = S2S SF
The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD will be used.
Forthe purposes of this OWTS design, Benchmark Elevation has been established as 100'as the
Finished Floor of the residence. CBO lnc. should be notified of any discrepancies or problems with grade
elevations of proposed components during installation of the OWTS.
Minimum ElevationOWTS Component
Approximate horizontal distance 8' / min. 2o/o fall I
min. 2" fall
Primary Tank lnlet lnvert
Approximate horizontal distance 103'/ min. 1o/o fall
i min. 12.875" fa$
Automatic Distributing Valve / Distribution Box
Approximate horizontal distance to furthest trench
27' I min. 1o/o fall / min. 3.375" fall
lnfiltrative Surface
Page 5
levations are based upon standard installation practices. Component elevations may change during
installation due to site conditions. Minimum grade refers to piping between components.
The 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a
minimum 2o/o grade to the septic tank.
The system installation must include a 10O0-gallon, two-compartment septic tank (state-approved
concrete or poly) with an effluent filter on the outlet tee. We have provided specifications for a 1000-
gallon, two-compartment lnfiltrator@ poly septic tank. 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 distribution box, and then to four gravelless chamber trenches. The
distribution box must be accessible from grade and must have flow equalizers, or similar product,
installed on each outlet pipe in the distribution box to assure equal flow to each trench.
Each trench will consist of 1 1 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 44 chambers
and 528 squâre feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each
trench. lnspection ports must be installed at the beginning and end of each trench. Ports may be cut to
grade and placed in sprinkler þoxes for access.
COMPONENT SPECIFICATIONS
The component manufacturers are typical of applications used by contractors and engineers in this area.
CBO lnc. must approve alternative components prior to inskllation 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 WastewaterTreatment System Regulations, the
OWI-S Permit provided by Garfield County Building Department, and this design.
COMPONENT MANUFACTURER MODEL NO.COMMENTS
Septic Tank Valley Precast or
lnfiltrator@
Item # 1000T-2CP or
Item # 1060-2CP
1000-gallon, 2-
compartment septic tank
Risers and Lids Orenco@ Douþle-walled PVC
risers and lids
Effluent Filter Orenco@ 4-inch diameter Fullsize
Distribution Box Polylok Distribution box, lids,
rises, and (4) flow
equalizers
Chambers lnf¡ltratoKD standard Plus 44 'Quick 4'
Pnge h
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 OWI.S 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 devices, 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),
septic 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 OWI-S 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 irrigation shall be placed over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
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 OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
altemating 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
flxtures should be checked to ensure that no additionalwater 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 OWFS consists of a pressurized pump system, we recommend the laterals be
flushed annually, oras 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.
PageT
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 overthe STA must be uniform and granularwith no material greaterthan minus 3-inch.
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.
(t¿rt; t¿t tistúr.r 6
Carla Ostberg, MPH, REHS
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DESIGN+ãÊDROOil RESTDEI{CEr¡5 GPÐ x 2 PERSONS/BEDROOIT,I x3 BEDROOMS)WÄ,STEWÂTÊR FLOW = /ts! GPDowTs coMPoNENrs ¡¡¡ÞPHYSICAL FEATURESMINIMUM REQUIREDSETBACKÀPPROXIMATE PROPOSEDSETBACKHOUSE TO SEFTIC TANK5'SEPTIC TANKTO WELL50'NIASÊPÎIC TANKTO RIVËR50167STATO HOI.JSEñ7$STATOì,VELL100'N/ASÍATO RIVER50'271'TANKMIN- ,IOOO GALLONSUSE lOOO.GALLON. TWO-COMPARTMENT SEPTIC TANKSOIL TRFáTMENT AREà (STA);LONG TERM ACCEPTANCE F*4rE (LTffi) = 4.6 GAU SFGRAVIÍY, TRENCHES = 750 SF X 1.0 = 750 sFCHAMBERS = 750 SF X 0.7 = 525 SF / f2 SF / CHÀMBER = ¡t4 CHAMBERSFOUR GRAVELLESS CI-IAMBER TRENCHESI 1 'OUICK 4' CHAMBERS IN EACH TRËNCHTOTAI- ,I4 QUICK 4' CHAMBERSSLIP-ON Fr'CDO NOTGLUEINSULATEDTRACERWREFINISHED GRADE$OIL PROFILE TESI PIT NO. ISOIL PROFILË TEST PIT NO.24" DtÀSE$'ERLINEFUuLTruo-0Elt-i: MEDTUM BRowN SANDYLoAtT¡r[*H- Drc,GrNc REFU.AL oN A Bouu)ERMEDIUM BROWN SANDY LOAMLEGENDffi mnoytmTOTA¡IKHOUSE4567II10ACTEAN OUT DETAIL\ár-rüæENCASEMÊNTPIPEÊND CAP MUST BEGLUED OR SECUREDIN AWATÊRTIGHÍFASHION WITHUNDERGROUNDSEATÂNT40 RIGID ENDCAPATEACH ÊNDOF PIPÊNO GROUNDWATER OR BEDROCK ENCOUNTEREDDURING EXCAVATIONDRILLED IN ENDDIA SDR-Js SEV!'ER LINE.CAP MUST ONLY BËLARGE ENOTJGHTOAIIOì,YSEWER LINE TOFfTTHROUGH^sols LoG\rrrcMUST RESTON BOTTOMOF ENCASEMENT PIPE^ENCASilENT DETAIL\y trþffw4.0Sheet 4 0F 4Dalßi O6l17nO22Designed by: CBODrawn by: DDPodmore / Moretti ResidenceLot '1, Rapids orì the ColoradoGarfield County, ColoradoPro¡ecf Number C1724CBO lnc.129 Câin6 LaneCaôondale, Cobrådo 81 623PhoÌìe 970.309.5259carla.ostberg@gmail.com
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6117122,1:38 PM qPublic.net - Garfield County, CO - Property Recsrd Card: R170353
ÐqPublic,net " Garfield County, CO
Summary
Account
Parcef
Property
Address
legal
Descriptlon
Acres
Land SqFt
TãxArea
MlllLevy
Subdivisíon
Sale D¡te
5/5t2022
9t3/t997
rl7119æ
uu790a
7/UL900
7/1./L9AO
7/U1900
7/U!9W
7/U1900
tlu1900
R1703s3
218104307001
-SgtT SsfconNTY RD NEW CASTLE, CO 81ó47
Sect¡on:4Township: ó Range: 91 Subdivision: RAPIDS ON THE
COLORADO LÖt: 1
3,ós
0
L7
62.3270
RAPIDSONTHECOLORADO
Yisu-UlÈs
Owner
MORETTI, LI5AJANE & PODMORE, MICHAEL
PO BOX353
NEW CASTLE CO 81ó47
Land
Unit Typê 1 AC TO UT 5 AC . O52O (VACANT LANÞ}
SquareFeet 0
Astual Values
AssessedYear
Land Actual
lmprovement Actual
Total Actua¡
Assessed Values
Assessed Year
LandÂssessed
lmprovement Assessed
TotalAssessed
Tax History
TaxYear
Taxes Billed
2A2L
$8e7.M
2o.2:¿
$51,170.00
$o.oo
$51,170.00
2A22
$14840.00
$0.00
$148¡().C1)
2020
$53û.40
2021
$49,670.00
$o.oo
$r,9,670.@
2027
$14,400,00
$o.oo
s14,¿100.00
2019
$sog.t2
20'20
$32,sóO.00
$o.oo
$3¿5óO.00
zom
se,4q.æ
$o.00
$9,¡l4O.0O
2018
$664.24
Sale Prlce
$2ú0,000
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Transfers
DeedType
SPECIALWARRANWDEED
SPECIALWARRANTYDEED
Deeds
Deeds
Deeds
Deeds
Deeds
Deeds
Deeds
Deeds
Reception Number
974427
Book - Page
1032-0945
7032-0967
1032-0948
o996-4665
0834-0233
o4.79-0429
0466-0247
o466-O2V
046ó-OO29
$o
$o
$o
$o
$o
$o
$0
$o
$o
Property Related Public Documents
cl içklere tqJ¡€wft anÊrt-visl4çd-ecþliçÐpsunenl:
https://qpublic.schneidercorp.comlApplication.aspx?ApplDE103B&LayerlD=22381&PageTypelÐ=4&PagelD=9447&Q*1790770566&KeyValue=R170353 112
61171?2.,1:38 PM qPublic,net - GarfielrJ County, GO - Property Recod Gard: R170353
Photor
No data arallable forthe followlry modules: Buildings, Skekhes.
Uqçr_P,!:lvacy Ppliçy
QÞPB. P¡iv¿cyNoüce
Last D-qta !f plo¿d.: 6/ 17 / 2O22, t:26l.20. AM
C)Fçþ¡pJf,çi
https:llqpublic.schneidercorp.com/Application.aspx?ApplD=1o38&LayerlD=22381&PageTypelD=4&Pagelp=$/l4/!Q=!/90770566&KeyValue=R170353 212
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2181043
218104307034
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#ÐqPublic"Ílet"'' Garfield County, CO
3347335 COUNry RD
NEWCASTLE
MORETTI, LISA JANE & PODMO RE,
MICHAÊL
PO BOX353
NEW CASTLE C O 87647
2019Total Actual
Value
Overview
{i3
Legend
Parcels
Roads
Parcel/Account
Numbers
Highways
, Limited Access
Highway
Major Road
Local Road
MinorRoad
Other Road
Ramp
Ferry
Pedestria n Way
Owner Name
Lakes & Rivers
- CountyBoundary
Line
$51,170 Last2Sales
Date Price
5/5/2022 $2ó0,CI00
9/3t7997 $O
Account
Number
Parcel
Number
Acres
LandSqFt
TaxArea
2019Mil1
Lew
R170353
218104307001
Physlcal
Address
Owner
Address
87ór''7
4
o
ot7
623214
t ate cr e ated: 6/ !7 12O22
Last Data Uploaded: 6/17 12Q22 3:26:2O ltl,A
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