HomeMy WebLinkAboutOWTS Design129 CAINS LANE
CARBONDALE,CO A1623
97C-.3C9.5259
CARI-A. OSTBE RG@GMAI L. COM
rit,:t r't'r(' ('( rNr{t'r.'l't \'(;
October 22,2421 Project No. C1668
Sam and Barbara Jurmu
keranen barbara@hotmail.com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
5-Bedroom Residence
TBD Scutter Lane, Tract I
Garfield County, Colorado
Sam and Barbara,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OW|.S) design for the subject residence. The 35.52-acre property is located outside of Rifle, in an area
where OWTSs are necessary,
Legal Description: Section: 28 Township: 5 Range: 92 A PARCEL OF LAND SITUATE lN THE NE1i4 &
SE1/4 OF SECTION 28 CONT. 35,52 AC. +1., BEING MORE PARTICULARLY DESCRIBED PER
SPECIAL WARRANTY DEED RECEPTION NO, 954022.
Parcel lD: 212728400389
SITE CONDITIONS
The properly is currently undeveloped. A 5-bedroom residence is proposed.
The residence will be served potable water from a cistem that will store hauled water. At this time, no
well is proposed, lf a wellwill be drilled in the future, the well must be at least 50-feet from the septic
tank and at least 100-feet from the soil treatment area (STA).
A dry gulch runs to the south of the proposed residence. The proposed STA must be at least 25-feet
from the dry gulch.
The proposed STA location has an approximate 9-10 percent slope to the southwest. The area is
vegetated with sparce native grasses and sage.
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 September24,2021by digging two soil profile test pit excavations (Test
Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l
I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOWVisual and Tactile
Evaluation of Soils Training.
Page 2
The materials encountered in Test Pit #1 consisted of light brown clay loam to a maximum depth explored
of 8.0-feet. No bedrock or groundwater was encountered.
The materials encountered in Test Pit #2 consisted of light brown clay loam to a maximum depth explored
of 8.0-feet. No bedrock or groundwater was encountered.
A sample of the soils was taken from Test Pit #1 at 3-feet þelow grade. Soil structure grade was
moderate. The soilformed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure
shape was blocky and consistence was firm. Soil texture was both gritty and smooth.
STA sizing is based on Soil Type 3, Clay Loam with moderate structure grade. A long term acceptance
rate (LTAR) of 0.35 gallons per square foot will be used to design the OWTS.
Test Pit
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Sieved sample
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Ribbon 1-2 inches
Page 3
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DESIGN SPECIFICATIONS
Desion Calculations:
AverageDesignFlow=TSGPDx2people/bedroomx3Bedrooms+150GPD14tt'andSthbedrooms)=600
GPD
LTAR = 0.35 GPDISF
600 GPD / 0.35 GPD/SF x 1.2 (gravity beds) x 0.7 (GeoMatrM with 6" sand) = 1440 SF
:.- -, d
The new OffiS design is based on s-bedrooms. An average daily wastewater flow of 600 GPD will be
used.
Page 4
For the purposes of this OWTS design, Benchmark Elevation at grade 5800' 6' has been established as
100'as the Main Level Finished Floor (FF). The Lower Level FF is 90' 9 718" at elevation 5791'3718'.
Thesewerlinewill existtheresidenceatapproximatelySS'9718" (5789'3718"). CBOlnc.shouldbe
notified 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 during
installation due to site conditions.
The sewer line exiting the residence must have a double-sweep clean out and a minimum 2% grade to
the septic tank. An additional clean out is required for every 1O0-feet of sewer line, The elevation of the
sewer line existing the residence requires the septic tank be pushed further from the house to allow a
shallow tank installation, with no more than 4-feet of cover or the septic tank lid.
The system installation must include a 15OO-gallon, two-compartment poly lnfiltrator@ septic tank with an
effluent filter on the outlet tee. Any state-approved poly septic tank or concrete Valley Precast septic tank
may be substituted. 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 two 1Q' x72' GeoMatrM beds. 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 bed.
Each bed must have a minimum of 6-inches of sand filter material placed in each over-excavation. Sand
filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. Ïhe sand
must have an effective size between 0.15 and 0.60 mm. The uniformity coefficient must be 7.0 or less,
Material meeting ASTM 33, for concrete sand, with three percent or less fines passing 200 mesh sieve may
be used. A gradation of the sand media must be submitted to this office prior to obtaining the
sand.
Three 39-inch wide GeoMatsrM will be placed on top of the sand filter material on each bed. A 4-inch
diameter perforated pipe will be placed down the center of the GeoMatrM, under the top layer of fabric.
Each bed will have a total of 216linear feet of GeoMatrM and 720 square feet of infiltrative area for a total
of 432linear feet of GeoMatrM and 1440 square feet infiltrative area. All material associated with the
GeoMatru installation must be proprietary products associated with the GeoMatrM, including the geotextile
fabric. Manufacturer instructions must be followed regarding installation of the GeoMatTM.
There must be at least 6-feet of undisturbed soil between each bed. lnspection ports must be installed at
the front corners of the bed to the side of the GeoMatrM and the end inspection ports will þe tied onto the
end of the lateral. Ports may be cut to grade and placed in sprinkler boxes for access. There shall be no
cobble-sized (<2,5") or greater rock in final cover over the GeoMatrM.
OWTS Component Minimum Elevation
Primary Tank lnlet lnvert (max burial depth to top of
tank 4')
Approximate horizontal distance 123' I min.2o/o fall
/ min. 30.75" fall
Distribution Box Approximate horizontal distance 37' / min, 1o/o fail I
min.4.625" fall
lnfiltrative Surface (shallow installation 2
recommended)
Approximate horizontal distance to furthest lateral
33' / min. 1o/o tall / min. 4.125" lall
Page 5
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 installation of the OW[S. 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
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 desígn or county permit must be completed and documented
prior to final approval of the OW|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 oþservation should be performed before
backfill, after placement of OWI.S components. Septic tanks, distribution devices, pumps, dosing
siphons, and other plumbing, as applicable, must also be observed. CBO lnc. should þe 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 \Iú2,0 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 implemented
and maintained on site. The owìer of the OWI.S shall be responsible for maintaining proper vegetation
cover.
COMPONENT MANUFACTURER MODEL NO.GOMMENTS
Sept¡c TanK lnfiltrator@ tM-1530-2CP 1 500-gallo n, two-compartment
polv septic tank
Biotube Effluent Filter Orenco@ Full Size Effluent F¡lter and
housino
D¡strlbut¡on Box PolyLoK Distribution box, risers, lid, and
flow equalizers (6)
GeoMatrM GeoMatrix Systems,
LLC
432,GeoMalrru 139,, wide
sheets)
Page 6
OPERATION INFORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWIS servicing the
property, The property omer 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 heaqy 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 þe
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 OW[S. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWIS. 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.
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.
(,trr, (-* }g't l,.en. g
Carla Ostberg, MPH, REHS
CBCI lnc.l29CaftB tanôCaröondde, Coþ¡ado 8l 623Phone 970,309.525Scarlaosú€rgârgrmil-comtJurmu ResidenceTr€d I, Scr¡ttgr l"an€Gañleld County, ColoratloProj€ctNurùer C166810tiøîm1br DI)bs CtsOw1.0Shæt10F4NSCAIE: I = sOL{fìItuz=l-ÉIJJfLoÉfLIIlRESIDENCETP1+T}lE LOcATþlì¡ OF PROPOSED hFRO\ÆHENTSSHOWN ARENOÏTHE RE$'LT OFAPROFERTY$AVÉY. lHE LOGATK'I{SÂNEAPPRO'(IIAIE. fT IS THE HOT'EOWilERS I'I,JTY TOEllsuREA¡"! cotr¡'¡n¡cÏoN AltD t[rpRovEt ENT LocATþt{sAREACCURAIE. PROPERTY IJI¡ESÁIüSEIBAC|(D|S¡TA¡.|CESSHOIJI¡ BE COÍ*FIRIIÊD PRORTOÞ(cåVAÏq{. SCAIEOF()RPfilifrNc Ot{.lt.x l7 PAPERQnrG{4.c¡,ßSTA2t)DRAWNGS MIJT}TBE USED INCONJUNCTION UNTH TES|GNLETTER DATED IÜ212V1rãS¡lE PLANl'-S+
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TWO (2) GRAVTTY GEOMAT 't2 X 72' BEDS WtrH e OF SAND ON BASE WTH
3 ROWS OF 3S" GEOMAT. DEPTH OF BED TO REMAIN SHALLOW,
APPROXIMATELY 2' BELOW GRADE.
4' DIA SDR.35 INSPECTION PORT AT
END OF EACH IâTERAL
CBO lnc.
129 Colß Lånê
Corbondale, Colorado 81 ô23
Phone 970.309.5259
aârlã,osþ€rg@gmâi l.com
Jurmu Resldencs
Trad 8, Scuttcr Lanc
Gãrfisld County, ColoÌado
PruJectNumb€l: C1668
Oale: ßn212O21
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2019Total Actual
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Overview
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Roads
Parcel/Account
Numbers
Highways
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Major Road
Local Road
Minor Road
Other Road
Ramp
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Pedestrian Way
Owner Name
lJ Lakes&Rivers
- CountyBoundary
Line
$1,950 Last2Sales
Date Price
6/27/202t $125,000
6/8/202t $O
Account R084óó7 Physical 0
Number Address
Parcel Number 2L27284@389 RIFLE
Acres 3ó OwnerAddress JURMU,SAMUEL K& BARBRA
LandSqFt O D
TâxAreâ O2l ó99 BRISTLECONEWAY
2019Mill Levy ó7,8830 SILTCO 81652
Date created: 77/7/2021
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RECEPTION NO, 95¡1022. 35.52 ACRES
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