HomeMy WebLinkAboutEngineer's OWTS Design PlansI29 CAINS LANE
CARBONDALE,CO 41623
970.309.5259
CARLA. OSTBERG@GMAIL.COM
SIr:ll'X';{.: t]a)N$t-If,'I'IIs{.*
March 19,2024 Project No. C1827
Omar Saucedo
osltile@ live.com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
Shop
210 Gemat Circle
Garfield County, Colorado
Omar,
CBO lnc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 2.859-acre property is located outside of Rifle, in an area
where OWTSs are necessary. Slight changes were made to the site plan. Original design documents
dated September 1 1,2023 should be discarded and replaced with these dated March 18,2024.
Legal Description: Section: 11 Township: 6 Range: 93 Subdivision: BIG R COMMERCIAL PARK Lot: 8
2.87 ACRES
Parcel lD: 2177-11 1-03-008
SITE CONDITIONS
The property is currently undeveloped. A Shop for a commercial tile business is proposed. lt is
anticipated the shop will have two toilets and sinks. The Shop may have up to 6 employees.
The Shop will be served water from a private well, which will be located on the property" At the time of
this design, the well had not been drilled. The well must be located greater than SO-feet from the
proposed septic tank and greater than 1O0-feet from the proposed soil treatment area (STA). No water
line should come within 1O-feet of the proposed septic tank and 2S-feet of the proposed STA.
A drainage ditch along side the county road to the north will be at least 2S-feet from the proposed STA.
The proposed soil treatment area (STA) location is relatively flat and sparsely vegetated with sage and
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.
SUBSURFACE
The subsurface was investigated on August 21,2023 by observing three test pits approximately 4-feet in
depth. Unfortunately, the excavator dug the pits prior to us being on the property. These are consistent with
the formerly required depth of percolation test pits.
The materials encountered in Test Pits #1 ,#2, and #3 consisted of light brown sandy clay loam to a
maximum depth explored of 4.O-feet. No bedrock or groundwater was encountered.
Page2
A sample of the soil was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was
moderate. The soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure
shape was blocky and consistence was friable. Soil texture was more gritty than smooth.
Test Pit #1 was further excavated to a maximum depth explored of SJeet on October 13, 2023. No
groundwater or bedrock was encountered.
We have researched soils in the area through USGS Web Soil Survey. The report is enclosed. The area of
the proposed STA is identified by map unit symbol40. The map unit name is Kim Loam, with 3 to 6%
slopes. The report notes depth to limiting layer or groundwater is greater than 80-inches (6.67-feet).
We are familiar with soils in this area and based on our observations, are classifying soils as 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 STA.
One additional soil profile test pit excavation (Test Pit) extending to 8-feet below grade must be
excavated prior to installation of the STA. This office must be contacted to verify soils are consistent with
soils described in this design.
Test pits dug to approximately 4-feet in depth
Sieved sample
Page 3
Ribbon 1 to 2-inches in length
Test Pit #1 excavated to 8-feet. Upper portion of sidewall was weathered.
DESIGN SPECIFICATIONS
Desiqn Calculations:
Design Flow = 15 GPD x 6 employees = 90 GPD (upsizing to 150 GPD)
LTAR = 0.35 GPD/SF
150 GPD / 0.35 GPD/SF = 429 SF x 1.2 (gravity, bed) x 0.7 (chambers) = 360 SF
The OWTS design is based on wastewater flow from a toilet and sink in the proposed Shop for a
commercial tile business an estimated maximum of 6 employees. An average daily wastewater flow of
150 GPD will be used.
For the purposes of this OWTS design, Benchmark Elevation has been established as 100' (Finished
Floor). CBO lnc. should be notified of any discrepancies or problems with grade elevations of proposed
components during installation of the OWTS.
OWTS Component Minimum Elevation
Primary Tank lnlet lnvert Approximate horizontal distance 5' / min. 2o/o fall I
min. 1 .25" lall
lnfiltrative Surface Approximate horizontal distance 76' / min. 1o/o fall
to STA / min. 9.5" fall
Page 4
*Elevations are based upon standard OWTS installation practices. Component elevations may change during
installation due to site conditions. Minimum grade refers to piping between components.
The 4-inch Schedule 40 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 1000-gallon, two-compartment lnfiltrator@ poly septic tank with an
Orenco@ Biotube 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.
A 4-inch diameter SDR-35 level manifold must be installed to connect each row of the chamber bed. The
chamber bed will consist of 3 rows of 10 'Quick 4' lnfiltrator@ chambers for a total of 30 chambers and
360 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 typical of applications used by contractors and engineers in this area.
CBO 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 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://www.qarfield-countv.com/environmental-healthlfilesqcco/sitesi 16/OWTS-Application-Complete-
PackeLQpc.-2O19.pd,f. lf the OWTS Permit Application will be submitted with a Building Permit
Application, it should be submitted directly to Garfield County Building Department.
All questions regarding permit submission can be directed to Garfield County Environmental Health
Department, 970-945-661 4 x81 50.
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
COMPONENT MANUFACTURER MODEL NO.COMMENTS
Septic Tank lnfiltrator@ rM-1060-2CP 1000-gallon,2-
compartment poly septic
tank
Risers and Llds Orenco@ Double-walled rlsers and lrds
Effluent Fllter Orenco@ 4" diameter full size tilter
Chambers lnfiltrator@ Plus Standard 30'Quick 4' chambers
Page 5
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 otfice 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 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 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.
Page 6
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.
{b"n{*- {"}YtbuY
K.CRONfI{P.0. Ba;; rJtr
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g7tt. z5a. ui7 z / Aar,lrayJir.rrorlk(aorttlr;o&.c'r:rrl
Revie ved By:
Kachayla R. Crork. P.E.
Csl*r'nd* License N*. $144ff
?
Carla Ostberg, MPH, REHS
DRAWINGS BE USED IN
coNJUNcloN WtrH oesteru
LETTER DATED Wn9I2O24
CBO lnc.
129 Cains Lane
Carbondale, ColoEdo 81623
Phone 970.309.5259
carla.ostberg@gmail.com
m tu ltuwtdM.45623)
SHOP
Countg
+
L
TP
No.221
Beddns S a9'01'49" E 653. 1 Z'
STA
50'UTILITY
Lda
L
t 2.o efu ond Ddry tutued R@ No. 736sss
\
X
Golorado Precision Tile
210 Gemat Circle
Garfield County, Colorado
ProjectNumber: C1827
x
09t11t2023
03t19t24
D6igned by: CBO
Rsiiewed by: KC
Drawn by: DD
w1 .0
Sheet 1 0F 4
N
t,-----HH.,11
lsfu
SCALE: 1 = 50'=0"
__J*--1
LINE
T***
Io.0'eW %detuWaNo.
lwlt
THE LOCATION OF PROPOSED IMPROVEMETITS SHOWN ARE
NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS
ARE APPROXIMATE. IT IS THE HOMEOWNERS' DUTY TO
ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS
ARE ACCURATE. PROPERry LINES AND SETBACK DISTANCES
SHOULD BE CONFIRMED PRIOR TO EXCAVATION, SCALED
FOR PRINTING ON 1 1" X 1T PAPER.
t 1/a'6anse Phsttu@gdtwd P@P @RIF,R
A SITE PLAN CALL811 FOR
UTILITY LOCATES
CBO lnc.
129 Cains Lane
Carbondale, Colorado 81623
Phone 970.309.5259
carla.ostberg@gmail.@m
']\DRAINAGE
Ditch
otO
CountA RoPROPERTY
(North9"o I '49 W 652 8 7'line of Big R Commercial Subdiuision)
oo
1j2MtN.
72',
Proposed
Building
A)
LINE TO STA
MANIFOLD
No. 2
PoIe & Ouerhead Electic
to
TP3
62.1',
+
+
Golorado Precision Tile
210 Gemat Circle
Garfield County, Colorado
Project Number: C1827
Dab: 091112023
Revised: 03/1 9/24
Designed by: CBO
Reviewed by: KC
Drawn by: DD
WELL
of
Sheet 2 0F 4
w2.0
4' DIA SDR-35 SEWER PIPE WITH DOUBLE SWEEP CLEANOUT
MIN 2% FALL TO TANK
145.o',
SEPTIC TANK WITH EFFLUENT SCREEN
OOO-GALLON, TWO.COMPARTMENT
25'4" DIA SDR.35 PVCBasis of Bearing S 89.01,49,,8 6 17'
50'UTILITY 4" DIA SDR-35
(MtN. 1% FALL TO
--*_::*.-42.8e.g
MtN. 10'
4" DIA SDR.35 INSPECTION PORT
AT EACH CORNER OF BED
'OUICK.4' CHAMBER BED. 3 ROWS OF 1
CHAI\4BERS = 30 CHAMBERS = 360 SF Lot B
210 Gemat Court
2.866 t Acres
N
L
scALE: 1" = 2o'P.O' Utititg and. Drainage Easement Reception No. 736g55
'49',E 545.57'
Found#S Rebar and.
L 1/ 4.:' _QreW e_.Pfa*tjp C apg+-.--^s ,DD^D -nDnraD
CALL811 FOR
UTILITY LOCATES..T..\\
rtrrllrlrr
CBO lnc.
129 Cains Lane
Carbondale, Colorado 81623
Phone 970.309.5259
carla.ostberg@gmail.com
DIA SDR-35 SEWER LINE TO EACH
ROW (t\,,flN.1% SLOPE)
SLIP.ON PVC
END PUTE INFILTRATOR CHAMBERS (4 x 3')DO NOT GLUE
4" DtA SDR-35
EFFLUENT PIPE
(MlN.1% FAL
FROM SEPTIC
TANK)
INSULATED
TMCERWRE FINISHED GRADE
4'DIA
SEWER LINE
4'DIA 1O CHAMBERS PER ROW 4' DIA SDR-35 INSPECTION
PORT AT EACH CORNER OF
STAPVC LEVEL
MANIFOLD PLACED IN TOP
PORT OF CHAMBER
END PLATES
TO TANK
ACLEANOUT DETAILS\<-ffi
'ACHAMBER BED PLANU-ffi
4" SDR 35
SMALL VALVE COVER
BOX OR IRRIGATION
VALVE BOX AT GRADEINSPECTION PORT AT
EACH CORNER OF STA INFILTRATOR(R)
ourcK4(TM) cHAr\,4BERS, 3'X4'CF OR T}IREADED
CLEANOUT ASSEi,BLY
COMPACT
BASE TO SUPPORT
BOX
PVC PIPE CUTTO
FIT
4'
USE HOLE SAWTO
CUT THRU TOP OF
END
SURFACE
EXTENT OF
EXCAVATION
/A INSPECIION PORT lN CHAI,IBER\9r-T-
/^CIIAMBER BED SECTION\91-.rr@
BACKFILL MUST BE
MINUS 3INCH
MATERIAL 2'
Golorado Precision Tile
210 Gemat Circle
Garfield County, Colorado
ProjectNumber: C1827
bale: O911112O23
hevised: 03/19/24
lDesigned by: CBO
IReviewed by: KC
lDrarn bV: DD
w3.0
Sheet 3 0F 4
CBO lnc.
129 Cains Lane
Carbondale, Colorado 81623
Phone 970.309.5259
carla.ostberg@gmail.com
DESIGN
sHoP (POSSIBLE 6 EMPLOYEES)
6 EMPLOYEES x 15 GPD = 90 GPD
ESTIMATED WASTEWATER FLOW = 150 GPD
STA TO WATER COURSE 50'N/A
STA TO WELL 100'NOT DRILLED YET
STA TO SHOP 10'14',
SEPTIC TANK TO WATER COURSE 50'N/A
SEPTIC TANK TO WELL 50'NOT DRLLED YET
SHOP TO SEPTIC TANK 5'
OWTS COMPONENTS AND
PHYSICAL FEATTJRES
MINIMUM REQUIRED
SFTBACK
APPROXIMATE PROPOSED
SETBACK
TANK;
MIN. IOOO GALLONS
USE lOOO-GALLON, TWO.COIVPARTMENT SEPTIC TANK
SOIL TREATMENT AREA (STA):
LONG TERM ACCEPTANCE RATE (LTAR) = 0.35 GAU SF
CALCULATED STA = CyLTAR = 150 / 0.35 = 429 SF
GRAVlry, BED = 429 SF X 1.2 = 514 SF
CHAMBERS - 514 SF X 0.7 = 360 SF / 12 SF / CHAMBER = 30 CHAMBERS
THREE ROWS OF IO 'OUICK 4' CHAMBERS
TOTAL 30'OUICK 4' CHAMBERS
ASETBACK CHART\rr-irs
SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 SOIL PROFILE TEST PIT NO. 3
0
1
2
LIGHT BROWN
SANDY CLAY LOAM
LIGHT BROWN
SANDY CLAY LOAM
LIGHT BROWN
SANDY CLAY LOAM
3
4 FINISHED GMDE
MEDIUM BROWN
SANDY CLAY LOAM
EXCAVATED 1U132023
24',MtN.
6 EElq
f,l sandy clay
IOam
AN ADDITIONAL TEST PIT MUST BE
EXCAVATED PRIOR TO INSTALLATION
OF THE STA7 4" DIA SDR-35 SEWER LINE
(MtN 2olo SLOPE TO TANK,
MrN. 1% TO STA)
SCREENED
OR SAND FOR
BEDDING
3" MlN.
10 8" MtN.
ASOILS LOG\t-Effi
AIRENCH DETAIL\9r................_nrs
Colorado Precision Tile
210 Gemat Circle
Garfi eld County, Colorado
ProjectNumber: C1827
loau: ogt'ntzozz
I Revised: 03/1 9/24
I Designed by: CBo
I Reviewed by: Kc
lDrawn bv: 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 Arean Golorado, Parts of Garfield and Mesa
Counties
40-Kim loam, 3 to 6 percent slopes
Map Unit Setting
National map unit symbol: jny7
Elevation: 5,000 to 6,000 feet
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Kim and smilarso/s;85 percent
Esfimafes are based on obseruations, descriptions, and fransecfs of
the mapunit.
Description of Kim
Setting
Landform : Alluvial fans, benches
Down-slope shape: Linear, convex
Across-s/ope shape: Linear, convex
Parent material: 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:3to6percent
Depth to restrictive feature: More than 80 inches
Drainage 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 f/oodrng: None
F reque ncy of pondtng: None
Calciu m carbonate, maxi m um content: 1 5 percent
Available water supply, 0 to 60 inches: High (about 9.6 inches)
lnterpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 3c
Hydrologic Soil Group: A
Ecologicalsrte: R048AY306UT - Upland Loam (\Afoming Big
Sagebrush)
LSbA5 Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9t25t2023
Page 1 of2
Map Unit Description: Kim loam, 3 to 6 percent slopes--Rifle Area, Colorado, Parls of GameH
and Mesa Counties
Hydric soi/ ratlng,' No
Data Source lnformation
Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties
Survey Area Data: Version 15, Sep 6,2022
SDA
-
Natural Resources
Consgruation Seruice
Web Soil Survey
National Cooperative Soil Survey
9t2512023
Page 2 ot 2
=ii
$
A
Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties
MW 28t560 54580
HW
B
R
390 32'40'N
390 32'35'N
264/m Hffi H\n
i64440 M M M &5n
Map Scale: 1:1,020 if printed on A landscape (11' x 8.5') *reel_ ,Meters0153060s
0 45 S 180 270
Mapprojection: Weblulercator Comeraoodinates:WGS84 Edgetics:UTMbnel3NWGS&I
I
$
390 32',40'N
390 32'35'N
E
g
LI
I
s
R
a
H
a
H
a
H
aa
H
2f/640
=eh
$
=
\N
A
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9125t2023
Page I of3
L$NAffi
264560 264580 2646m M
Natural Resources
Gonservation Service
Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties
Web Soil Survey
National Cooperative Soil Survey
912512023
Page 2 of 3
MAP LEGEND MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,O00.
Warning: 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
contrasting 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
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and
Mesa Counties
SurveyArea Data: Version 15, Sep 6,2022
Soil map units are labeled (as space allo\Ms) 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 background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Area of Interest (AOl)
Area of lnterest (AOl)
Soils
Soil Map Unit Polygons
ffi Spoil Area
S Stony Spot
ffi Very Stony Spot
ff Wet Spot
{I Other
.r Special Line Features
Water Featurea
Streams and Canals
Transportation
+-t l Rails
,F,ut lnterstate Highways
$qs*, US Routes
, Major Roads
Local Roads
Background
t Aerial Photography
ed Soil Map Unit Lines
E Soil Map Unit Points
Special Point Features
til Blowout
HN Bonow Pil
W Clay Spot
* Closed Depression
X Gravel Pit
& Gravelly Spot
S Landfill
fr, Lava Flow
dl& Marsh or swamp
R Mine or Quarry
dp Miscellaneous Water
& Perennial Water
\P Rock Outcrop
+ Saline Spot
;.; Sandy Spot
sF Severely Eroded Spot
S Sinkhole
S, Slide or Slip
@ SodicSpot
USDA7
Soil Map-Rifle Area, Colorado, Parts of Garfield and Mesa Counties
Map Unit Legend
4.5 100.0%40 Kim loam, 3 to 6 percent
slopes
4.8 100.0%Totals for Area of lntercst
TISBAn Gonselatlon Service
Natural Resources Web Soil Survey
National Cooperative Soil Survey
9t2512023
Page 3 of 3
msl E LO R* D fr"5
$ugpqrt srstelas Map Viewer
I ntvn
r Well Constructed
r Final Permit
[J County
Legend
r 4ql*
$lr I
rJt
$
Location
Notes
585 O 292 585 Feet
1: 3,508 0 This product is for informational purposes and may not have been prcpared for, or be suitable tor legal,
engineeing, or suryeying pufposes. Use/s of tts information should review or consult the pimary data and
information sources to asceftain the usability of the information.
Date Prepared: 911112023 2:51:11 PM
GlqRrblic-net'* Garfield County, CO
2019 Total Actual
Value
Overview
Legend
I Parcels
Roads
Parcel/Account
Numbers
Owner Name
i'll Lakes&Rivers
* CountyBoundary
Line
$t25,02O Last 2 Sales
Date Price
to/26/2022 $24s,000
3/26/202t $170,000
Account R044528 Physical 21OGEMATCT
Number Address
ParcelNumber 2t777tLO3OOg RIFLE
Acres 3 Owner Address COLORADO PRECISION
LandSqFt 0 TILE
TaxArea O2t 1339ORCHARDAVENUE
2019Mill Levy 66.3370 S|LTCO81652
Date created: 9 / 7I/2Q23
Last Data Uploaded: 9 / fU2O23 2:O7:22 AM
Deve'oped "(:l FrFmdxr
81650
9111123, 1:57 PM
Garfield County, CO
Account R044528
Parcel 2777TI7O3WB
Prop€rtyAddress 2lOGEMAT CT, RIFLE, CO 81650
Legal Description Section: ll Tomship: 6 Range: 93 Subdivision: BIG R COMMERCIAL PARK Lot 8 2.87 ACRESAcres 2.869
LandSqFt 0TaxArea 2L
Milltevy 663370
Subdivision BIG R COMMERCIAL PARK
ViewMap
Owner
qPublic.net - Garfield County, CO - Property Record Card: R044528
2023
$r25,O2O.OO
$o.oo
5ummary
COLORADO PRECISION TILE
1339 ORCHARDAVENUE
stLTco 81652
Land
UnitType VACANT COM LOTS - 0200 (VACANT LAND)
SquareFeet 0
Actual Values
Assessed Year
Land Actual
Imp-r.gveTent Actyll
Total Actual
Assessed Values
Assessed Year
Land Assessed
lmprovement Assessed
TotalAsssed
Tax History
ThxYear
Taxes Billed
gfiskleffijs-yj€$,r th€.taxi$l-o..r$!3.tian fer t!!g p:rqel en !fte Garfield CgHfy*lrgegffCtt}rsbslle.
Transfers
Sale Date
70126t20?2
2022
$2Ao5.36
$125,020.00
2023
$o.oo
$34,880.q)
2021
$2,707.96
2022
$125,020.00
$o.oo
$125,020.00
2022
$34260"00
$o.oo
$36,260.m
2020
$2,467.M
2021
$125,020.00
$o.oo
$125,020.00
2027
$36260.00
ReeDtion Number Bmk- Pagc
$o.oo
$36,260.00
NE
$2,3re.12
--,-,--selg f"r9s
$245,000
$o
gnn?96
to/26/2022 980725
70/24/2022 STATEMENTOF AUTHORITY 998667
SPECIALWARRANTY DEED
STATEMENTOF AUTHORITY
https://qpublic.schneidecorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=924715955&KeyValue=R04452ffi
$0
'12
9111123,1:57 PM
Sale Date Deed Typ€
9t30/2022 STATEMENTOFAUTHORIry
3/26/2027 SPECIAL WARRANTY DEED
3t26/2027 STATEMENT OFAUTHORITY
5t7U2020 DECLARATION
3/t9/2018 DECLAMTION
4/30/20ro WARRANWDEED
LU70t2008 GRANT DEED
ru5/2007 QUITCLAIM DEED
t2ts/2007 WARRANTYDEED
7U3/2007 STATEMENTOFAUTHORIry
7U29/2007 STATEMENTOF AUTHORITY
tu2at2007 POWEROFATTORNEY
77n/2007 DECLARATION
Ltn/2007 AGREEMENT
70/tot2w7 ASSIGNMENT
70/70/2007 GRANT DEED
4/rtl2005 QUITCLAIM DEED
7U20/2004 RESOLUTION
12/t6t2004 RESOLUTION
7U76/2@4 SPECIALWARRANW DEED
7U76/2004 STATEMENT OF AUTHORIW
6/4/2004 QUITCLAIM DEED
9/24!999 QUITCL,AIM DEED
4/79/7996 WARRANTYDEED
4/70/r996 AGREEMENT
6t27/7995 BOUNDARY LINE ADJUSTMENT
6/23t7995 WARRANTYDEED
7/4/7995 AFFIDAVIT
7/4/7995 BOUNDARY LINE ADJUSTMENT
10/78/7993 RESOLUTION
Property Related Public Documents
{li{h bere tnviqry Proscrlyi*slcszulis-pffcficng
No data availablefor thefolloving modules: Buildings, Photos, Sketches.
qPublic.net - Garfield County, CO - Property Record Card: R044528
Reception Number Book- PaBe
?80s56
,JJAI{
?04$6S
7Cq431
73n617
73$816
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73S&14
738815
736857
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736861
736858
665764
721L84.
Sale Price
$o
$170,000
$o
$o
$o
$o
$o
$o
$1,374,000
$o
$o
$o
$o
$0
$o
$o
$o
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$o
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$2ss,000
$20.000
$o
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552673
L67a-135
165G110
1975-539
1650-L40
1550-139
7594-593
7752-55
o97+0797
o974-O795
0946-0319
0946-0324
0927-0724
0927-O774
0878-0964
_ _*xffi
4?r.835
4S0433
480434
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https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=924715955&KeyValue=R044528#2t2
Item #rt {o6&2cP
{060 Gallan Turo Gompartment
lnffltratol@ Poty Tank
IT'Top
View
TANKTOP
HALF
CONTINUOUS
GASKET
6rut TANK
INTERIOR SEAM CLIP
(e4)
ALIGNMENT
DOVITEL (34)
TANK BOTTOM
HALF
Mid-Height Seam
Section
24'AOCESSOPENlltlG\Section
View
Tank lndude llds
9.7'
I
1T 41
OUTLET
127.
o Compliont with CSA ond IAPMO Stondordso PVC risers ovoilobler Secondory sofety screen ovoiloble with PVC riser
o Moximum buriol depth is 48"
r Minumum buriol depth is 6"o Tonk is not roted for vehiculor troffic loodingr Exterior of monhole cover includes the following
worning: "DANGER DO NOT ENTER: POISON
GASES''
9.7
EXTERIOR
HEIGHT
SEAM CLIP
(rYPrcAr)
LIFTING STRAP
(TYPTCAT_)
End
View
ffir,rr5il*n.
ri,nArorSttlE/srG.
I 1 f'
Bulthd
Digging Specs lnvert Dimensions Net
Copocity
Weight
12' Long x 7' Wide lnlet
47"
0utlet
44"
Length
127"
width
62.2"
Height
54.7"1094 gol 320 lbs
wffl
Werbutr
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Residential Biotube' Effluent Filters
Applications
Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube
Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic
tanks and have a lifetime warranty. They prevent large solids from leaving
the tank, dramatically improving wastewater quality and extending the life
of residential drainfields.
4-in. (100-mm) Biotube Effluent Filter
4-in. (1 00-mm) Biotube Jr.
(4-in. Biotube cartridge auail-
able separately as Insert Filter)
8-in. (200-rnm)
Base Inlet Filter
4-in. (100-mm)
Insert Fiher
Orencols superior efluent fihers resist chging bener than all other brandl Our stan-
dard, full+ized 4-in. (100-mm) Biotube Effluent Fiher prouides *a*i*um hng-tern
protection in a complete package, uith housing. Our 4-in. (100-mm) BiotubeJx, at
half the size of our standard mod.el, has more f.bering capacity than the full-sizedfhers
sold by other manu.facturers. For tanks with existing outlet tees, the Biotube Insert Fiher
is idcal. And for hw-profle tanhs, therels the Base Inlet Fiher.
* Covered by patent numbers 5,492,635 and 4,439,323
To 0rder
Call your nearest Orenco Systems@, Inc. distributor. For nearest distribu-
tor, call Orenco at 800-348-9843 or go to wwworenco.com and click on
"Distributor Locator. "
APS-Fr-r
Rev.3.4 @ 11/10
0renco Systems@. lnc.
Standard Features & Benefits
. Has 5-10times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner
satisfa cti o n
. lnstalls in min-
utes inside new
or existing tanks;
extendible tee
handle for easy
removal
. 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
0ptional
Features &
Benefits
Biotube
Filtering
Process
. Alarm available, to
signal the need for
cleaning
. FIow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigat-
ing surges and
increasing
retention time
. Custom and
commercial sizes
availa ble
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes'entire
surface for filtering.
Pa rlicles la rg e r th a n
the Biotube's mesh
are prevented from
leaving the tank.
rT\*-,.
**rf!r**
€
Orenco$y*tem**
fncorpcrsted
{Jaarying tfu Way t*t
Wa vtd I)o N W*teu, * t ero"
wr/*ritr,of en co.cotlt
Nomenclatures
4-in. Biotube Fiher (standard)
FTn!04!!-nlf
4-in. Biotube
Effluent Filter
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air
Biotube@ filter cartridge
Solid base
Filter housing
4-in. Biotube Jr.
Tank wall
-T_
I 0ptions:
Blank = no optionsM = flow modulation plate installedA = float bracket attached
Cartridge heightr 28" and 36" are standard
Housing height: 36" and 44" are standard
Filter diameter (inches)
W = 'fits Type 3034 outlet pipe
S = fits Schedule 40 outlet pipe
Blank = 1/S" filtationP = '1116" filtration
Biotube effluent filter series
8-in. Biotube Filter tbase intet model)
FTJ 08 zz-14 Bf_-l---r--
I 0ptions:A = float bracket
FS = 2" outlet orifice
FSo = 2"outletorificeandoverfl0wplate.
Base inlet model
Cartridge height: 1 4" standard
Housing height: 22" standard
Filter diameter (inches)
Riser
wall
08 =8"
Blank = 1/8" filtrationP = 1/16" filtration
Biotube effluent filter series
- Als0 available with coupling and sleeve as a "kil": FI-0VERFLOWKIT
4-in. Biotub€ JL (includes cartridge and housins)
FTJ 04 18
0ptions:
Blank = no optionsM = flow modulation plate installedA = lloat bracket attached
Cartridge height (inches)
Filter diameter (inches)
fils Type 3034 outlet tee
fits Schedule 40 oullet tee
D_
Junior series
1/S" filtration
1/16" filtration
Biotube effluent iilter series
e_
Blank
4-in. Biotube Filter Insert (carnidse only)
FTi 0418-
W= fitsg = fits
For customized options (e.9., NC
indicates North Car0lina regions)
Type 3034 outlet tee
Schodule 40 outlet tee
Carridge height (inches)
Filter diameter (inches)
Blank = 1/S" fillrationP = .l/16" fiftralion
lnsert
Biotube effluent {ilter series
Distributed By:
Double Walled PVG Riser & Lid Options
Poly Lid
(Stafic load tesbd b 5fi10 lbs). Skid leistance surhoe. Available in grcen. Highest level of UV Probction induded. lncludes a fuam gasketbrairlightand
wabrtight applicatons. lncludes squarc drive scflutts b discoumge
unauthorized eilfy. lnsulation panels achieve R-10 insulation nating
2'of lnsulaton
Standad
Orenco @ DuraFibern Access Lids (FLD)
Not recommended br vehicular ffic
24'and 30'Diamebns. Solid, reein-infused fibeplass oonsfirclion. 20,00G1b breaking sfisngilr. Standad gr€en or broum oolors. Available with or without urerhane lid gasket. Available with carbon filfralion. 4 shinless sbel f,athead socket cap scrorys & ho<
key wrcncfi. lnsulabd lids available -t or {
Double Walled PVC Riser
. Available ln24'' and 30'Diamebr. Cut to lengfrr. Sold in +l-2'incnmenb. Must be cut betrcen dbe
w Mlrne.r$erutce
{t{9} tou*rru4 ztrF&' ru'g',!?
P.O,Eo(%
Fu: fils) 3g$g72? B'ffilftb's$al
$trbrtb: *rw.ilepmd.cn
F,nt:
Wfirt
Werhrehr
.q&Ht8
r Pmducfr
IN FILTRATGR-
wet#r l#*fuft{}I*#i*e
ruu!^r*#,#-""''
The Ouick4'Plus
Standard Chamber
The Quick4 Plus Standard Chamber
offers maximum strength through
its two center structural columns.
This chamber can be installed in
a 36-inch-wide trench. Like the
original line of Quick4 chambers,
it offers advanced contouring
capability with its Contour Swivel
Connection" which permits turns
up to 1S-degrees, right or left. It is
also available in four-foot lengths to
provide optimal installation flexibility
The Quick4 Plus All-in-One 12
Endcap, and the Quick4 Periscope
are available with this chamber,
providing increased f lexibility in
system configurations.
Maximum Strength
Quick4 Plus''Series
Ouick4 Plus Standard Chamber Benefits:
" Two center structural columns offer increased stability and superior strength
. Advanced contouring connections
. Latching mechanism allows for quick installation
. Four-foot chamber lengths are easy to handle and install
. Supports wheel loads of 16,000 lbs/axle with '12" of cover
Ouick4 Plus All-in-0ne 12 Endcap
Benefits:
. May be used at the end of chamber
row for an inleVoutlet or can be
installed midtrench
. Midtrench connection feature allows
construction of chamber rows with
center feed, as an alternative to
inletting at the ends of chamber rows
. Center-feed connection allows for
easy installation of serial distribution
systems
. Pipe connection options include
sides, ends or top
Quick4 Plus All-in-0ne Periscope
Benefits:
. Allows for raised invert installations
. 180" directional inletting
. 12" raised invert is ideal for serial
applications
Certified by the lnternational
Association of Plumbing
and Mechanical
Officials (IAPMO)
Size
34"Wx53"Lx12"H
(864 mm x 1346 mm x 305 mm)
Effective Length
48" (1219 mm)
Louver Height
8" (203 mm)
Storage Capacity
47 sat (178 L)
lnvert Height
0.6" (15 mm),5.3" (135 mm),
8.0" (203 mm),12.7" (323 mm)
Ouick4 Plus Standard Gharn$er
Specilications
APPROVED in
ffi
Ouick4 Plus" Series fl6_{,,p,5!-t""'!
Ouick4 Plus Standard Ghamber
12"
34 48',
EFFECTIVE LENGTH
Ouick4 Plus All-in-One 12 Endcap
PRESSURIZED PIPE DRILL
POINTS LOCATIONS
(2 PLACES)
FRONT VIEW
18'
8" INVERT
SIDE VIEW
INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY
(a) The structural integrity of each chamber, endcap and other accessory manufactured by
lnfiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in
accordance with lnfitlraior's instructions, is wananted io the original purchaser ("Holde/') against
defective materials and workmanship for one year from the date that the septic permit is issued for
the septic system containing the Uniis; provided, however, that if a septic permit is not required by
applicable law, the wananty period will begin upon the date that installation of the septic system
commences. To exercise its wananty rights, Holder must notify lnfiltrator in writing at its Corporate
Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. lnfiltrator
will supply replacement Units for Units determined by lnfiltrator to be covered by this Limited
Warranty. lnfiltrator's liability specifically excludes the cost of removal and/or installation
of the Units.
(b) THE LIMITED WARHANTY AND REMEDIES lN SUBPARAGRAPH (a) ARE EXCLUSIVE.
THERE ARE NO OTHER WARBANTIES WTH RESPECT TO THE UNITS, INCLUDING NO
IMPLIED WARRANTIES OF MEHCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE
(c) This Umited Wa(anty shall be void if any part of the chamber system is manufactured by
anyone other than lnfilkator. The Limited Wananty does not extend to incidental, consequential,
special or indirect damages. lnfiltrator shall not be liable for penalties or liquidated damages,
including loss of production and proflts, labor and materials, overhead costs, or olher losses or
expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty
coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse,
abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which
are not permitted bythe installation instructions; failureto maintain the minimum ground covers
set forth in the installation instructions; the placement of improper materials into the system
containing the Units; failure of the Units or ihe septic system due to improper siting or improper
sizing, excessive water usage, improper grease disposal, or improper operation; or any other
event not caused by lnfiltrator. This Limited Waranty shall be void if the Holder fails to comply
with all of the terms set forth in this Limited Wananty. Furlher, in no event shall lnfiltrator be
responsible for any loss or damage to the Holder, the Units, or any third party resulting from
installation or shipment, or from any product liability claims of Holder or any third party. For this
Limited Wananty to apply, the Units must be installed in accordance with all site conditions
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 Umited Wananty.
No wananty applies to any pady other than the original Holder.
The above represents the Standard Umited Wananty offered by lnfiltrator. A limited number of
states and counties have different waranty requirements. Any purchaser of Units should contact
lnfiltrator's Corporate Headquarters in Old Saybrook, Connecticut, priorto such purchase, to
obtain a copy of the applicable warranty, and should carefully read that wananty prior to the
purchase of Unib.
Quick4 Plus All-in-One Periscope
OUICK4 PLUS
ALL-IN-ONE PEBISCOPE
{360" SWTVEL)
12.7" INVEBT
ls'l I
I N F! !-TRATOR'
arelter te*frrt*!q}gi**
4 Business Park Road
P.O. Box 768
Old Saybrook, CT 06475
860-577-7000 . Fd 860-577-7001
1-800-221-4436
www,i ntiltratorwater.com
PotyLok is a trademark oI PolyLok, lnc. TUF-TITE is a reglstered trademark of TUF-TITE, lNC. Ultra-Rib is a trademark of IPEX lnc.
@ 2013 lnfiltrator WaterTechnologies, LLC. All rights reserved. Printed in U.S.A. PLUSos 0713
i ti
Contast lnfiltrator Water Technologies'Technical Seruiees Depaftment for assistance at 1-8ffi-221-4436