HomeMy WebLinkAboutEngineer's OWTS Design PlanI29 CAINS LANE
CARBoNDALE,CO A1623
970.309.5259
cARLA. osrBERG@GMArL.coM
stt.:l"l.I ( : ( r()N'lir !f .'l' r :\- (;
September 14,2024 Project No. C1909
Brad and Ruth Mollman
bra mqol lc@ bramcollc. com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
2-Bedroom ADU/Barn + Future 3-Bedroom Main Residence
563 CR 335
Garfield County, Colorado
Brad and Ruth,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 10.574-acre property is located outside of Silt, in an area
where OWTSs necessary.
Legal Description: Section: 12 Township: 6 Range: 92 Subdivision: RIVERVIEW RANCH SUBDIVISION
Lot: 6 AMENDED, AS PER SECOND AMENDED FINAL PLAT RECEPTION NO. 965010 10.575 ACRES
Parcel lD: 2179-124-01 -006
SITE CONDITIONS
The prgperty is currently undeveloped. A 2-bedroom Accessory Dwelling Unit (ADU) and Barn are
proposed. Future development may include a 3-bedroom Main Residence,
The residences will be served by a private wellon the property. The well is located along the
southeastern portion of the property. The well is located greater than 50-feet from the proposed septic
tank and greater than 1OO{eet from the proposed soil treatment area (STA).
A ditch runs along the southern portion of the property, to the north of the proposed development. The
ditch is greater than SO-feet from any OWTS component.
The proposed soiltreatment area (STA) location has an approximate 2 to 3 percent slope to the north
toward the Colorado River. The proposed area is vegetated with native grasses.
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 12,2024 by 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
The materials encountered in Test Pit #1 consisted of light brown clay loam to a maximum depth explored
of 8.O-feet. No bedrock or groundwater was encountered.
The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Test Pit #2
was excavated to a maximum depth explored of 8.O-feet. No groundwater or bedrock was encountered.
A sample of the soil was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was
moderate. The soilformed a balland a ribbon less than 1-inch in length before breaking. Soil structure
shape was blocky and consistence was friable to firm. Soiltexture was both gritty and smooth.
We have researched soils in the area through USGS Web SoilSurvey. The report is enclosed. The area of
the proposed STA is identified by map unit symbol40. The map unit name is Kim Loam, 3 to 6% slopes.
Typicalsoil profile from 0 to 60-inches consist of loam'
The soil is consistent with Soil Type 2, Loam, with moderate structure grade. A long-term acceptance
rate (LTAR) of 0.6 gallons per square foot will be used to design the STA.
Test Pit #1
rCarla Ostberg holds a Certificate of Attendance and Examination from the CPOWVisualand Tactile
Evaluation of Soils Training.
Page 3
Sieved sample
Test Pit #1
Ball
Page 4
Backfill/ Test Pit #1
Test Pit #1 looking north toward ditch
Ribbon less than f -inch
Sidewall
Page 5
Test Pit #1 looking toward Test Pit #2lTestPit#2 looking toward Test Pit #1
Test Pit #2
Page 6
t.i rti r
DESIGN SPECIFICATIONS
Desion Calculations:
Averige Design Flow = 75 GPD x 2 people/bedroom x 2 Bedrooms (ADU/Barn) +75 GPD x 2
people/bedroom x 3 Bedrooms (Future Main Residenc€) = 750 GPD
ADU = min. 1000 gallons
Future 3-bedroom Residence = min. 1000 gallons
OR combined min. 15O0-gallons
LTAR = 0.6 GPD/SF
7S0 GPD / 0.6 GPDiSF = 1250 SF x 1.0 (gravity, trenches) x 0.7 (chambers) = 875 SF
The OWTS design is based on 2-bedrooms in the ADU/Barn and 3-bedrooms in the Future Main
Residence. An average dai$ wastewater flow of 750 GPD will be used'
For the purposes of this OWTS design, Benchmark Elevation at grade 5488' has been established as
100'(Finished Floor of the ADU/Barn). CBO lnc. should be 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 may change during
installation due to site conditions. Minimum grade refers to piping between components.
The 4-inch SDR-35 $ewer line exiting the ADU/Barn must have a double-sweep clean out and a
minimum 2o/o grade to the septic tank. The sewer line and septic tank serving the future Main Residence
will be installed at the time of construction of the Main Residence. An OWTS permit for the septic tank
will need to be obtained at the time the building permit is obtained for the Main Residence,
Minimum ElevationGom
Approximate horizontal distance 15' / min. 2o/o fall I
min.3.75" fall
Primary Tank lnlet lnvert
Approximate horizontal distance 20' / min. 1o/o fall I
min.2.5" fall
Distribution Box
Approximate horizontal distance 45' to furthest
trench I min.1o/o fallto STA / min. 5.625" fall
lnfiltrative Surface
PageT
The system installation must include a 1O00-gallon, two-compartment lnfiltrator@ poly septic tank with an
Orenio@ Biotube effluent filter on the outlet tee. Any state-approved concrete or poly septic tank may be
substituted. The septic tank may be over-sized to accommadate the future Mairt Residence, if desired.
ln this case, a minimum 1S00-gallon, two-compartment septic tank must be installed. 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 five 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 15 'Quick 4' Standard Plus lnfiltrator@ chambers for a total of 75 chambers
and g00 square 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 boxes for access'
COMPONENT SPECIFICATIONS
The component manufacturers are typical of applications used by contractors and e1glnlers in this area-
CBO Inc. must approve alternative componenb 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 the jurisdiction's adopted On-Site Wastewater Treatment System
Regulations, the OWTS Permit, and this design.
PERMIT APPLICATION INSTRUCTIONS
An OWTS Permit Application must be submitted to Garfield County Environmental Health Department
https:/lwrryv.qarfield-county.com/environmental-Eealth/filesqcco/sites/16/Ovlff9llp:glicatio!:Complete-
pacfetOec-Z.Ot0.oOl. lf the OWTS Permit Application will be submitted with a Building Permit
npplication, it should be submitted directly to Garfield County Building Department.
Allquestions regarding permit submission can be directed to Garfield County Environmental Health
Department, 970-945-661 4 x81 50.
COMPONENT MANUFAGTURER MODEL NO.COMMENTS
Septic Tank lnfiltrator@ lM-1060-2CP 1OOO-gallon, two-
:ompartment poly septic
lank
Effluent Filter Orenco@ 4" diameter full size filter
Tank Risers and Lids Orenco@ Double-walled PVC Risers and
Lids (24" diameter)
Distribution Box Polylok Distribution box, risers, lid, flow
eoualizers (5)
Chambers lnfiltrator@ Plus Standard Plus 75'Quick 4' Chambers
Page 8
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 additionalconditions 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 devices, pumps, dosing
siphons, and other plumbing, as applicable, must also be obserued. 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 \M.0 of the OWTS Design
pattcet. 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 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,
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 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 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 sofiener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OW[S.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
Page 9
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 c-onditions 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
co-ntractor 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.
(p"n{a }Yt$*E
Carla Ostberg, MPH, REHS
CBO lnc.
129 Cains Lane
Carbondale, Colorado 81623
Phone 970.3t)9.5259
cada.ostbsg@gmail.com
1
COUNTY ROAD 335
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Re@ptian No. 702964
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Brarnco LLG
563 CR 335
Garfi eld County, Colorado
Projec*Number: C1909
Dal'e; 09114ffi24
Designed by: CBO
by: DD
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Sheet 1 0F 4
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RecrytimNo.702964
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FUTURE
3-BEDROOM
RESIDENCE THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE
NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS
ARE APPROXIMA]E. I' ISTHE HOMEOWNERS DUTYTO
ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS
ARE ACCUMTE. PROPERW LINES AND SEIBACK DISTAT{CES
SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED
FOR PRI}MNG ON 11'X 'I7 PAPER.
D 27"33',27',
R 838.82',
L 315.61',
cB s 72"47',39" 8
cH 313.75',DRAWNGS MUST BE USED IN
CONJUNCTION WITH DESIGN
LETTER DATED Ogh4NO24
rA STE PLAN N 83 "28 '24 n W
CBO lnc.
129 Cains Lane
Carbondale, ColoEdo 81623
Phone 970.309.5259
cada.ostbeE@gmail"com
72.O',
Bramco LLC
563 CR 335
Garfield Counly, Colorado
Project Number: C1909
60.0'2-BEDROOM ADU
BM 100'= FF 5488'
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Lot 6
Building Enuelope
Set Lath
(Tspical)
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4'DIA SDR-35 DISTRIBUTION LINE TO EACH TRENCH
(MrN. 1% SLOPE TO TRENCH)
.QUICK4' CHAMBER TRENCHES.
5 TRENCHES WITH 15 CHAMBERS PER TRENCH
FORA TOTAL OF 75 CHAMBERS AND 9OO SF.
4" DIA SDR€s INSPECTION PORTAT
BEGINNING AND END OF EACH TRENCH
TP2
\SETBACKTO DITCH TPl
Dala: O911412024
Designed by: CBO
Drawnby: DD
SCALE: l'= 20'{'
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I DISTRIBUTION BOX
WTHACCESS AT GRADE
(r)
\)4" DIA SDR.35 SEWER LINE TO STA
(MtN. IyoFALLTOSTA)
4' DIA SDR.35 SEVVER PIPE SWEEP CLEANOUT
MIN 2% FALL TO TANK
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1 mSGALLON, TWO-COiTIPARTMENT I
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SEPTIC TANK WTH EFFLUENT SCREEN /.\' .i<
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NOTE: FUTURE SEPTIC TANK TO
BE ADDED AT TIME OF
CONSTRUCTION
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FUTURE
}BEDROOM
RESIDENCE 7 O. O' Utilitg Easemertt
CALL 811 FOR UTILITY
LOCATEStlt;t
She€t 2 0F 4
w2.0
CBO lnc.
129 Cains tan€
Carbondale, Colorado 81623
Phone 970.309.5259
carla.ostberg@gmail.com
DISTRIBUTION BOX WITH ACCESS AT GRADE
GMVELLESS'QUICK-4' CFIAMBER (4'x 3)
INFILTMTOR
END PTATE DIA SDR.35 EFFLUENT PIPE FROM SEPIIC
TANK DIASDR.35
INSPECTION PORT
L
sotL 2'minI
4',
4" DIA SDR.35 DISTRIBUTION LINE TO EACH
TRENCH
(MrN. 1% SLOPE TOTRENCH)
LIMIT OF EXCAVATION
SCARIFY
'OUlCK.4'
CHAMBER (4'x 3)
PLACED IN /: CHAMBER TRENCH SECTION\1r--rr'r@TOP PORT OF CHAMBER END
PLATES
DIA SDR.35 INSPECTION PORT AT BEGINNING
AND END OF EACH TRENCH ACHAMBER TRENC}I PLANLr,-nt.@
SMALLVALVE COVER
BOXORIRRIGATION
VALVE BOXAT GRADE BOX AND COVER BROUGHT TO GRADE SLIP-ON PVC
DO NOTGLUE
CAPORTHREADED
CONCRETECLEAI.IOUT ASSEMBLY INSULATED
TRACERVV|RE FINISHED GRADE
GRADE
COMPACT
PVC PIPE CUT TO 4'DIABASE TO SUPPORT
BOX FIT SEWER LINE
USE HOLE SAWTO
CUT THRUTOPOF BAFFLE OR
ANGLED PIPE
TO BE USED
END TO HOUSE
AT INLET
ADIS]RIBUTION BOX\9---E-!rffi /. CIEAN OUT DETAIL\gr--]EE
.I5 CHAMBERS PER TRENCH
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OUTLETS
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Bramco LLC
563 CR 335
Garfield County, Colorado
ProjectNumber: C1909
a9t14t2o21
by: GBO
by: DD
w3.0
Sheet 3 0F 4
CBo lnc.
129 Cains Lana
Carbon&ale, Colorado 81623
Phone 970.309.5259
cada-ostberg@gmail.com
DESIGN
PROPOSED 2-BEDROOM ADU + FUTURE 3.BEDROOM RESIDENGE
ADU: 75 GPD x 2 PERSONS/BEDROOM x 2 BEDROOMS = 300 GPD
FUTURE MAIN RESIDENCE: 75 GPD x 2 PERSONS/BEDROOM x 3 BEDROOMS = 450 GPD
WASTEWATER FLOW = 750 GPD
STATO OITCH 50'67
STATOWELL 100't89
STATO HOUSE 2t 43'
SEPTICTANKTO DITCH 50'1m'
SEPTIC TANK TO WELL 50'1*'
HOUSE TO SEPTIC TANK 5'15'
OWTS CIMPONENTS AND
PHYSICAL FE'ITURES
MINIMUM REQUIRED
SETBACK
APPROXMATE PROPOSED
SETBACK
ADU: USE 1000 GALLON, TWO-COMPARTMENT SEPTIC TANK
FUTURE 3-BEDROOM RESIDENGE: USE 1000-GALLON, TWO-COMPARTMENT SEPTIC TANK
SOIL TREATMENT AREA (STA):
LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAU SF
CALCULATED STA = Q/LTAR = 750 / 0.6 = 1250 SF
1250 SF X 1.0 (GRAVITY, TRENCHES) x 0.7 (CHAMBERS) = 73 CHAMBERS
5 TRENCHES, EACH WITH 15 'QUICK 4' INFILTRATOR CHAMBERS
ASEIBAO( CHART\rt-f"Er@
SOIL PROFILETEST PTT NO. 1 SOIL PROFILE TEST PIT NO. 2 LEGEND
m.*m-0
-1
2
-o
-5
FINISHED GRADE
24'MtN.
4" DIASDRAsSEWER
UGHTBROWN LOAM LIGHT BROWN LOAM (MlN 2% SLOPE TO TANK
MrN. t%TOSTA)
SC'REENED
ORSAND FOR
BEDDING
3'MlN.
6
7
8
9
l0
8" MrN.
/i]RENCH DETAIL\grr-rrfEG
NO GROUNDWATER OR BEDROCK ENCOUNTERED
DURING EXCAVATION
ASOILS LOG\rc
BACKFILL
Bramco LLC
563 CR 335
Garfi eld County, Colordo
PrdectNumber c19@
D€'le: 9911412024
Designed by: CBO
Elrawn by DD
w4.0
Sheet 4 0F 4
Map Unit Description: Kim loam, 3 to 6 percent slopes--Rifle Area, Colorado, Parts of Garfield
and Mesa Counties
Rifle Area, Colorado, Parts of Garfield and Mesa
Counties
40-Kim loam, 3 to 6 Percent slopes
Map Unit Setting
National map unit sYmbol: inYT
Elevation: 5,000 to 6,000 feet
Farmland classification: Prime farmland if irrigated
Map Unit ComPosition
Km and simikrso/s:85 Percent
Esfrmafes are based on obseruations, descriptions, and fransecfs of
the maPunit.
Description of Kim
Setting
Landform: Benches, alluvial fans
Down-slope shaPe: Convex, linear
Across-sloPe shaPe: Convex, linear
Parent materiat: Alluvium derived from sandstone and shale
Typical profile
Hl - 0 to 17 inches: loam
H2 - 17 to 60 inches: loam
Properties and qualities
S/ope:3toGPercent
Depth to restrictive feature: More than 80 inches
Drain age c/ass: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.60 to 6'00 in/hr)
Depth to water table: More than 80 inches
FrequencY of flooding: None
Frequency of Ponding: None
Catci u m carbonate, maximum content: 1 5 percent
Availabte water suppty, 0 to 60 inches: High (about 9.6 inches)
lnterpretive groups
Land capability classification (irigated): 3e
Land capability classification (nonirrigated): 3c
Hydrologic Soil GrouP: A
Ecotogicalsde; R048AY306UT - Upland Loam (\Afuoming Big
Sagebrush)
s&Natural Resources
Conservation Service
Web Soil SurveY
National Cooperative Soil SurveY
st2212024
Page 1 of2
Map Unit Description: Kim loam, 3 to 6 percent slopes*Rifle Area, Colorado, Parts of Garfield
and M€sa Counties
Hydicsoirraf,ng. No
Data Source lnformation
Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties
Survey Area Data: Version 16, Aug 22,2023
USDA
-
Natural Resources
Conservation Servlce
Web Soil SurveY
National Cooperatlve Soil SurveY
9n212024
Page2ol2
GS icoLo RADO'S
Dccjsion Support SyBl€rrts
CWCS J DV'E
Map Viewer
$ Well Constructed
r Final Permit
r Ground Water
L-_l County
ff Superfund Sites
Legend
i-:
('':I
I
Location
Notes
292 O 146 292 Feet
l
1: 1,754
(}
This producl is for informational purposes and may not have been prepared for, or be suitable for legal,
engiieeing, or surveing purposes. Use,'s of this information sltould review ot consult the pimary data and
infomation sourcesto ascertain the usability of the infomation.
Date Prepared: 912212024 2:15:12 PM
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Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties
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National Cooperative Soil Survey
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lvlapSd: 1:2,180 if pfted m Ahn6cape (11" x8.5) *leet,
'lvletas0 30 60 120 180
r 'ftet0imm4m6m
n4ap pojedivr: Wbb Menabr Connr mdinaF: WG84 Hge tics: tfiM zorE 13['l WGS84
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Natural Resources
Gonsewation Service
9t22t2024
Page I of3
TJSDA5
Natural Resources
Gonservation Service
Soil Matr-Rifle Area, Colorado, Parts of Garfield and Mesa Counties
Web Soil Survey
National Cooperative Soil Survey
9t2212024
Page 2 of 3
MAP LEGEND MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1"24,000.
Waming: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
crntrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
V1/eb Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from theWeb Soil Survey are based on the Web Mercator
projection, which preserves direc{ion and shape but distorts
distance and area. A projeclion that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations ofdistance or area are required'
This product is generated from the USDA-NRCS cedi{ied data as
of the version date(s) listed below.
Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and
Mesa Counties
SurveyArea Data: Version 16, Aug 22,2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Aug 25, 2021-Sep
5,2021
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the backgrowtd
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Area of lnterest (AOl)
n Area of lnterest (AOl)
Soils
i--l Soil Map Unit Polygons
I Soil Map Unit Points
Special Point Features
e, Blowout
m Borrow Pit
X Clay Spot
{J Closed DePression
ilt Gravel Pit
O Landfill
,t Lava Flo\,r,
{h Marsh orswamp
* Mine or Quarry
O Miscellaneousl/Vbter
G Perennial\ hter
&d RockOutctop
+ Saline Spot
l"; Sandy SPot
& Severely Eroded Spot
s. Sinkhole
b Slide or Slip
@ Sodic Spot
H SpoilArea
S Stonyspot
ffi VeryStonySpot
t! vvetspot
C, Other
.. Special Line Features
Water Features
Streams and Canals
Transportation
1a.4 Rails
x, lnterstate Highways
n, US Routes
':::t):: Major Roads
. Local Roads
Background
I AerialPhotograplry
USDAY
Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties
Map Unit Legend
Map Unit Symbol illaF Unlt Namo Acres inAOl Porcent ofAOl
34 lldefonso stony loam, 25 to 45
percent slopes
2.6 12.0o/o
40 Kim loam, 3 to 6 percent
slopes
17.9 81.7o/o
55 Potts loam, 3 to 6 percent
slopes
0.0 0.1o/o
56 Potts loam, 6 to 12 percent
slopes
1.4 6.2o/o
Totals for Area of lnterest 21.9 100.0%
USDAY Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
st22t2024
Page 3 of 3
Second Amended Final Plat
RIYER VIEW RATTCF/ SUBDIYISIOIT
Parcels af Land Situate in the SI / 2 of Sectian 7 2, Township 6 Sautta
Range 92 West of the 6th P.M.
Countg af Garfield, State of Colorado
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6qPublic.net* Garfield CountY, Co
AccountNumber R007365
ParcelNumber 2l79t24OtOO6
Acres t7
LandSqFt 0
TaxArea O23
Milllevy 6O.7t2O
Dategealed:9/L4/2Q24
Last Data Upload ed: 9 / t4/2O24 72:33:22 AM
Deve roned bv() *ltgFjdf f
Physical Address 563 335 COUNW RD
slLT 81652
OwnerAddress BRAMCOLLC
POBOX737
NEWCASTLE CO8T647
Overview
Legend
f] Parcels
Roads
Parcel/Account
Numbers
Owner Name
ffi Lakes&Rivers
- CountyBoundary
Line
TotalActualValue $6,490 Last2Sales
Date Price
3/3O/2O21 $1,125,000
9/23/2}tt $1,Ooe,9oo
9t14t24,3"42PM
Garfield County, CO
qPublic.net - Garfield County, CO - Property Record Card: R007365
5ummary
Account
Parcel
Property
Addresc
legal
Descrlptlon
Acres
LandSqFt
TaxArea
Mllllrrry
Subdlvlsion
AssessedValues
TaxYcar
Assessed Value
TaxHlstory
TaxYear
Taxes Billed
View Mao
Map
Owner
BRAMCO LLC
POBOX737
NEW CASTLE CO 81547
Land
UnItTYpE IRRIGATEDIAND.AGRICLTRL..4llT(AGRICULTUMLPROPERTY)
SquareFeet 0
ActualValues
TaxYear 2024 2023
ActualValue $6'490.00 $6'490.00
R007365
2779t24orm6
563 33s COUNTRD,SIIX, Co 81652
section: 12Township: 6 Range: 92 Subdivision: RIVERVIEW MNCH
SUBDIVISION tot 6AMENDED,AS PERSECONDAMENDED FINAL
PIAT RECEPTTON NO.965010 10.575 ACRES
10.574
0
23
&Jt20
RIVERVIEW RANCH SUBDIVISION
2024
$r,71O.(n
Click here to view the tax information torthis oarcel on the Garfield CountvTreasurer'swebsite,
TranSers
Sale Date
rotL9/202t
D€edTYpe
Plat
2023
t1,710.00
2023
$103.80
mzz
$4,870rn
2022
$t2eo.oo
2022
$84.s6
2021
$4830.00
2027
$1,4{D.00
xt2t
$to3.44
2020
$4,27o.$
2020
$1,240.00
2020
$83.20
Sale Prlce
$o
ReceptlonNumber
965010
Book - Page
https://qpublic.schneidercorp.com/Application.aspx?ApplD=1O38&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1583660120&KeyValue=R007365 1t2
€i14124,3:42PM qPublic.net - Garfield County, CO - Property Record Card: R007365
SaleDate DeedTYPe
815/2O2I DECLARATION
7/7512027 STATEMENTOFAUTHORITY
3/3O/2O27 SPECIALWARRANWDEED
6/7O/2OL3 CERTIFICATE
72/2U2077 AFFIDAVIT
9I23I2O!7 SPECIALWARMNTYDEED
g/2312O7L SPECIALWARRANTYDEED
81712m,6 BOUNDARYLINEADJUSTMENT
8IU2OO6 QUITCIAIM DEED
8IU2OO6 qUITCLAIM DEED
U3O/2OO4 DECLARATION
2112/2007 SUBDIVISION IMPROVEMENTS
2/12T2@7 SUBDIVISION IMPROVEMENTS
9/5t2000 RESOLUTION
612312ffi ARTICLESOFINCORPORATION
6179/L995 LISPENDENS
6/79/T995 NOTICE OF LIS PENDENS
6/741L995 QUITCLAIM DEED
5151L995 SPECIALWARRANryDEED
4/78/1995 AFFIDAVIT
4t78/199s DEED
4/t/L995 AFFIDAVIT
6BUT993 QUITCLAIM DEED
6B0/T993 AFFIDAVIT
6/3Ot7989 QUITCIAIM DEED
6i30/T989 qUITCLAIM DEED
6t28t1988 QUITCLAIM DEED
6/2817988 QUITCLAIM DEED
U29/I988 WARRANWDEEO
10ru7986 PUBLIC TRUSTEES DEED
3/14t7983 RESoLUTION
Property Related Publlc Documents
Click here to vieulPIepg$y 3elatCdlCujE&gmenE
No data available for the following modules: Buildings, Photos, Sketches.
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ijir: (',r i*ierr.]|*ti l:iirri. [Jr ta i5 :ir]bjeci io i.:Ln lStant i:h.:trigc and ils :lc:culer:v ;inci ccittiiiiii:eness
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La qLPa,t-a,!&lea*2LX.g2q Z4J*3 322 ?M
Reception Numb€r
967787
959914
953755
873742
872367
808477
808466
703468
703467
703466
645881
576692
s76357
56899!
s75888
480886
479963
487854
477788
477787
47n86
477785
453779
453778
477783
403383
477784
399044
390558
375133
339237
Book-Page Sale Price
$o
$o
$1,125,000
$o
$o
$1,541,000
$1,009,900
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$o
$1e8,500
$o
$o
$o
$o
$o
$o
$o
$o
$o
$s2s,000
$o
$o
7827-797
7827-788
7827-786
1s58-382
723+334
7232-777
7206-2
7237-17
0947$488
09454222
0950.0028
o9ro-0045
09&oo44
0940-oo42
o94G0040
0878{841
0878-08zl0
09ro-0034
0758-0209
0940-0037
0749-0r70
073G0894
0596-0608
o622-WO6
a-oiilaci i.Js {-leyrir-.pr.ri by
C)Fg!',gt"J,qg
212
Item #rr to6G2GP
{060 Gallon Tvvo Gompartment
InflltratolO Poly Tank
127 Top
Mew
TANKTOP
HALF
coNTINUOUS
GASKET
61UE
TAI{K
IiITERIOR SEAM CLIP
(64)
ALIGNMENT
Dch rEL (34)TANKBOTTOM
HAIF
Mid-Height Seam
Section
24'ACCEESOPENII|O\Secdon
Merv
Tank lndude lldr
51.7
I
17 4 OUTL T
t2/.
&.7
EXTERIOR
HEIGHTr Compliont with CSA ond IAPMO Stqndordsr PVC risers ovoilobler Secondory sofety screen ovolloble with PVC riser
o Moximum buriol depth ls 48"r Minumum buriol depth is 6"r Tonk ls not roted for vehiculor troffic loodingr Exterior of monhole cover lncludes the following
SEAM CLIP
(TYPICAL)
LIMNG STRAP
(TYPTCAL)
worning:
GASES"
'DANGER DO NOT ENIER: POISON End
View
Digging Specs lnvert Dimensions
ffir,4S*r,ga'
rf,nrlc$Elrc
o \o
o\
I I
Bdlffi
2' Long x 7' Wde lnlet
47"
il
44"
Length
127"
width
62.2"
Height
54.7"
Net 1 Weigl't
Copocity I
t
'1094 9ol 320 lbs
o
WS.r&
warbwebr Frq soui{ilo4 ffipotz
o SlEtem
lrnc.:3$f 'n,.l@ffi
Residential Biotube' Effluent Filters
Applications
Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biorube
lnsert Filters, and Biotube Base Inlet Filters are ideal for residential septic
tanks and have a lifetime warrantF. They prwent large solids from leaving
the tank, dramatically improving wastewater qualiry and extending the life
of residentiai drainfields.
4-in. (100-mm) Bionbe Fiher
4-in. (1 00-mm) Biotube Jr.
(4-in. Biotube cartidge aaail-
able separately as Insert Filter)
!F-
8-in. (200-mm)
Base Inlet Fiber
4-in. (10}-rnrn)
Insert Fiher
]
g,*
'-i .$
$It
.
f
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Orenco's superior effluent f.hers resist clnging better than all other brand"s. Our stan-
dard, full-sized 4-in. (100-rnrn) Bionbe Effluent Fiher prouidts maximum long-term
protection in a complete pachage, with housing Our 4-in. (100-mrn) Biotube Jr., at
hatf the size of our standard. modcl, has more fibering capaciry than tlte full-sizedfilters
sold by other manufacturers. For tanhs with existing outlet tees, the Bionbe Insert Fiher
is idral. And for hw-profih tanks, there's the Bae Inlet Fiher.
* Covered by patent numbers 5,492,635 nd' 4,439,323
To Order
Call your nearest Orenco Systems@, Inc. distributor' For nearest distribu-
tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on
"Distributor Locator."
APS-Fr-l
Bev. 3.4 @ 11fl0
0renco Syslemso, lnc.
Standard Features & Benelits
. Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner
satisfaction
. lnstalls in min-
utes inside new
or existing tanks;
extendible tee
handle for easy
removal
0ptional
Features &
Benefits
. Alarm available, to
signal the need for
cleaning
. Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigat-
ing surges and
increasing
retention time
r Custom and
commercial sizes
available
. Easyto clean by
simply hosing off
whenever the tank
needs pumping
. Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
. Corrosion-proof
construction, to
ensure long life
. Lifetime warranty
Biotube
Filtering
Process
Effluent from the
relatively clear zone
ofthe septic tank
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space betrrueen the
housing and the
Biotubes, utilizing
the Biotubes'entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
Orenco Systems"
hcorporated
(hanging the \hy the
\Yo il<l D o e s \Y/d r I c u n lil' I
*.-.,fi-r
€
www.olenco.com
Nomenclatures
tl-in. Biotube Fitter (standard)
FT 04
Cartridgs height: 28" and 36" are standard
Housing height: 36" and 44" are standard
Fllter diamstsr {inches)
W =fihType3034ouuetpipeS =JibSchedule tlo outlet pipe
Blank = 1/8" fittratonP = 1/16" fllfation
Biotube effluent fllter ssrios
8-in. Biofube Fiher (base inlet modell
FT 08 22- 14 B
0ptions:
Blank = no optionsM - flow modulation platB installedA = float bracket attached
0ptions:A = float bracket
FS = 2" ouflet odflce
FSo = 2''oufletorificeandovertl0wplate.
Base inlet model
. Also avallable with coupling and sleove as a "kit': FI-oVERFLoWKIT
&in. Biofub0 Jf. (includes caffidge and housing)
FTJ 04 18
0plions:
Blank = no optionsM = flow modulation plate installedA = floatbracketattach€d
Cartridge height (inchos)
Filtsr diameter (inchss)
W = fitsType3034outlettee
S = fitsSchedule40outlettee
Blank = 1/S" filfationP = 1/16" fllfaiion
Jrnior series
Biotube efflusnt filter series
&in. Biofu be Filter lnseft (cartldse only)
Frino4 18-
Cartridge height: 14" standard
Housing height: 22" standard
Filter diameter (inches)
08=8',
Blank = .l/8" filtrationP = 1/16" flltration
Biotube etfluent fllter serles
P = 1/16" fibation
lnsert
For cusbmized
indicates North
options (e.9., NC
Carolina regions)
W = fibType3034outlettee
S = fits Schedule 40 outlettee
Cartrldge hsight 0nches)
Filter diameter (inches)
Blank = 1/8" filtraton
Blotube efflusnt fllter series
Distributed By:
tl-in. Biotube
Effluent Fiher
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air
Biotube@ filter cartridge
Solid base
Filter housing
tl-in. Biotube Jr.
Tank wall
Riser
wall
Double Walled PVG Riser & Lid Options
Poly Lid
(Stafc load bebd b 5000lbs)o Skld peistance surfroeo Avallable in greeno Hlghst levd of W Prchc{on lnduded. lndudes a fram gasket br alrtght and
walerffght appllcatonso lnduds sgualo drlve scrgrus b dlscoumgp
unauhorlzod enty. lnsulaton panele acfiieve R-lOlnsuldon mtrU
2"st lneuffion
Standad
Orcnco @ DuraFibern Acess Lids (FLD)
Not mcommended br vehlcular ffic
24 and30'Dlamtrtu. Solld, resln{nfused fbetglass cottsfruc{ono 20,qXHb brcaklng sfiongfto Standard grcon or brcwn mloito AvallaHe wlth orwlthout urdtane lld gnsket. Avallable urith carbon frlffion. 4 sftalnlegs sbd fiafiead sod€t cap scr€rus & hil
key rYpndt. lnstdaled lide available -! q 4'
Double Walled PVC Rlser
. AvailaHe ln2# and 3(I Dlamsbr. Cut b lengfri. Sold in +hT incrcmenbo Must bo crrt betreen dbe
m,
Wetcr &
Warlcwebr
o S!/stetm
o Produds
InG. r Serylce
Frelrei{264 ffier
Fu: (/1g) 3Ffigm BHE\ftla'@81?-1
WeDrlb: Yrrruvd$pecaotuntulft
POLYLOK DISTRIBUTIOI{ BOX,
RlsERS, AND HD
up€ox0&up|ox0
D€OX SEAL@.GA.!D
16"SIDE CUT OUT
TOACCEPT
POLYLOK SEAL
NO.3001 TEAR OUT FOR
4'SDR-35 OR
scHD40
NOTToSCALE
UD€OX O'RI8ER
ROTO#LOWtl'
I
6"
t @
UD€OX IrR|SER ,vorroscAl€
POLYAOCK EOI'AIJZER
'|/-NOICH'WEIR
1
CilFEB
SEFr.EvE-lto
RISFigt'DE
FNFMAIL'TPfED
d g
TffiT
20'GO\IERFOR RISERA D€OX ltor?oslvuE
GASKETED SEAL OliI
LID & RISER
I
mbr&
Warffabr
r SYstem
o Ploduds
IlG. I Serylce
(r{strs{r64 ffipar
Fu (t19) 3fF€'nn BHE\nda'@|i/.n1
$lcDrlb: wrrrY.td$mmcasil.stt
Ennil: tonUcf@ahpmcast snm,
Ouick4 Plus
All-in-One Periscope
Quick4 Plus Standard Chamber Ouick4 Plus
All-in-One 12 Endcap
Center Strucfu ral Columns
The Ouick4 Plus Standard Chamber offers ma,\imum strength through its two center structural columns. This
chamber can be installed in a 36-inch-wide trench. Uke the original line of Ouick4 chambers, it offers advanced
contouring capability with its Contour Swivel Connectionw which puryitt lO-degrge tums, right and left. lt is also
available in torr-toot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and
the Ouhk4 periscope are available with this chamber, prwiding increased flexibility in system configurations.
Ouick4 Plus Standard Chamber
o Two center structural columns offer increased stability and
superior strength
r Advanced contouring connections
r Latching mechanism allows for quick installation
r Four-foot chamber lengths are easy to handle and install
. Supports wheel loads of 16,000 lbs/axle with 12" of cover
Ouick4 Plus All-in-One 12 Endcap
o May be used at the end of chamber row for an inlet/
outlet or can be installed mid-trench
o Mid-trench connection feature allows construction of
chamber rows with center feed, as an alternative to
inletling at the ends of chamber rows
r Center-feed connection allows for easy installation of
serial distribution systems
o Pipe connection options include sides, ends or top
Ouick4 Plus All-in-One Periscope
o Allows for raised invert installations
o 180" directional inletting
o Twelve inch raised invert great for serial applications
vui,gk4,PIUS
THE QUICK4@ PLUS STANDARD CHAMBER
Quick4 Plus Standard Chamber Side and End Views
48"
(EFFECTIVE LENGTH)
Quick4 Plus All-in-One 12 Encap Front, Side and End Views
12"
u
I
11.z'.
13"
8" INVERT
i
Quick4 Plus All-in-One PeriscoPe
OUICK4 PLUS
[L-lt+oNE
(360'SWryE[ ]
12.7" INVERT
8'INVERT 5.3" INVERT
33"
6'
-Fr ffiourct(4 PLus
ALL.IN.ONE
'2ENDCAP
Quick4 Plus Standard Chamber Specifications
Size(WxLxH)34o x 53o x 12" (86 cm x 135 cm x 31 cm)0.6o,5,3o, 8.O" 12.7',
(1.5 cm, 8.4 cm, '18.5 cm, 22.6 cm)
lnvert Height
Effective Length .48' (122 cm)
INFILTRATOR SYSTEMS, INC. STANDARD UI'ITEO WAFRANTY
(a) The structural integrityof each chamber, end plate, wedge and other accessory manufactured by lnfilfator ( "Units'), wlren installed and
operateU in a leachfieid of an onsite septic system in accordarce with lnfiltrator's instructions, is waranted to the original purchaser ('Holdor")
against defective materials and workmanship ior one year from the date that the septic pemit is issued lor the septic system containing the Units:
piovided, however, that if a septic permit id not required by applicable law, the wananty period will begin upon th€ date that inslailation ol the
ieptic system commences. To exeicise its warranty rights, Holder must notify lnfiltrator in writing at ile Corporate Headquarters in Old Sayblook,
Cdnneciicut within fifteen (1b) days of the allegeO defect. lnfiltrator will supply replacement units lor Units detemined by lnliltratot to be covered
by this Limited Watranty. infiitrat6r's liability saecilically excludes lhe cost of removal and/or installation of the Units.
(b)THE LtM|TED WARRANTY AND FEMEDIES lN SUBPARAGRAPH {a} AFE EXCLUSIVE. THERE ARE NO OTHER WARBANTIES WITH FESPECT
io rne ururrs, tNcLUDtNG No tMpLtED WARRANTTES oF MERCHANTABTLTTY oR FtrNESs FoR A PARTI0ULAR PURPoSE
(c) This Limited Warranty shall be void it any part ot the chamber system is manufactured by anyone olher than lnfiltrator- The Limited Warranty
joes not extend to incidental, consequentiai, special or indirect darlages. lnfiltrator shall not be liable for penalties or liquidated damages,
including loss of production and profits; labor and materials, overhead costs, or other losses or expenses incu(ed bylhe Holder or any third party.
Specificilly exclided fmm Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse
oi neglectbf the Unit6; the Units being subjbcted to iehicle traf{iCor other conditions which are not permiRed by the installation instructionsi failure
to malntain the minimum ground covirs s;t forth in the installalion instructions; the placement of improper materials into the systsm containing
the Units: faiture of the U;its or the septic system due to improper siting or improper sizing, excessive water usage, improper glease disposal,
or improp€r operation; or any other evint noi caused by lnfiliratbr. This Limited Warranty shall be void if the Holder lails to comply with all of the
terms soi forth in this Limited Warranty. Further, in no evont shall lnfilirator be responsible for any loss or damage to the Holder, the.Units, or any
third party resulting from installation 6r shipment, or from any product liability claims oI Holder or any third party. For this Limited W€rranty to
apptf, t# Units mist be instalted in accordance with all site condilions required by state and local codes; all other applicable laws; and lnfiltrator's
installation instructions.
(d) No representative of lnfiltrator has the authority to change or extend this Limited Warranty. No waranty applies to any party other than the
original Holder.
The above represents the Standard Limited Wananty offered by lntiltrator. A limited number of states and counties have different warranty
tsquirements.' Any purchas€r of Units should contact lnfiltrator's Corporate Headquarters in OId Saybrook, Connecticut, prior to such purchase,
to ibtain a copy o-f ihe applicable warranty, and should carefully read that warranty prior to the purchase of Units.
IN FILTRATOR'
systems inc.
6 Business Park Road . P.O. Box 768
Old Saybrook, CT 06475
860.577.7000 r FAX 860.577.7001
800.221.4456
www. inf iltratorsystems.com
THE OUICK4@ PLUS STANDARD CHAMBER
u.s. Patents: 4.759,661: 5,017,041 i 5,156,488; 5,336,01 7; 5,401,1 ',l6; 5,401,459; 5,51 1,9O3; 5,716,163; 5'588'778; 5'839,844
Canadian Patents: 1,329,959i 2,004,564 Other patents pending
is a register;o trademark in Mexico. Contour Swiveiconnection is a trademark of lnfiltrator Systems lnc. @ 2009 lnfiltratot Systoms lnc. Printed in u.s.A PLUSO51010lSl-2