HomeMy WebLinkAboutSubsurface Investigation and OWTS 04.23.202133 Four Wheel Drive Road
Carbondale, CO 81623
970.309.5259
carla.ostberg@gmail.com
April 23, 2021 Project No. C1604
Abel Esteben Gomez
c/o Brad Jordan
bradjordanarchitect@gmail.com
Subsurface Investigation and Onsite Wastewater Treatment System Design
6-Bedroom Residence
TBD CR 214
Garfield County, Colorado
Abel,
CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system
(OWTS) design for the subject residence. The 10.0-acre property is located outside of New Castle, in an
area where OWTSs and wells are necessary.
Legal Description: Section: 5 Township: 6 Range: 91 Subdivision: CCP SUBDIVISION Block: 1 Lot: 2 AS
PER PLAT RECEPTION NUMBER 890332
Parcel ID: 2181-051-01-296
SITE CONDITIONS The property is currently undeveloped with the exception of a private well. A 6-bedroom single-family
residence is proposed.
The private well is located on the southern portion of the property. This well is located greater than 50-
feet from the proposed septic tank and greater than 100-feet from the proposed soil treatment area
(STA).
Irrigation ditches run along both the northern and southern property boundaries. The proposed STA is
located greater than 50-feet from the ditches.
The property is a large, open field covered with native grasses. The property has an approximate 5%
slope to the south toward the Colorado River.
Looking northwest Looking southwest
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SUBSURFACE
As part of the Divisions of Land Application with Garfield County, the applicant included a report from
Zancanella and Associates, Inc. dated July 21, 2016. Zancanella and Associates, Inc. performed percolation
tests and examined a soil profile test pit on then-proposed Lot 1. This report has is enclosed but does not
include results of the percolation tests.
We visited the property on April 14, 2017. The test pits from the Zancanella and Associates, Inc. on Lot 1
were still open and we were able to investigate the subsurface conditions. A visual and tactile soil analysis
was completed by Carla Ostberg.1
The materials encountered in the Test Pit consisted of topsoil to 1.0-foot, underlain by light brown sandy
loam with a high percentage of angular rock to 2.0-feet, underlain by light brown sandy loam with less
rock to a maximum depth explored of 6.0-feet. The bottom of the Test Pit had filled in since the
excavation. No bedrock or groundwater was observed.
A sample of the soils was taken from the Test Pit at 3-feet below grade. The soil formed a ball and a
ribbon less than 1.0-inches before breaking. The soil texture was more gritty than smooth. Soil structure
shape was blocky, soil structure grade was moderate, and consistence was extremely firm to rigid
(understanding the soil had been exposed to the elements and was not a recent excavation).
Two eight-foot deep soil profile test pits must be excavated near the area of the proposed STA on
Lot 2 prior to installation of the OWTS. This office must be called to view these pits. If conditions
are different than those observed on the adjacent property, changes to the OWTS design may be
necessary.
For the purposes of this design, STA sizing is based on Soil Type 2, Sandy Loam. A long term
acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS.
Test Pit
1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page 3
Percolation test pit Sieved sample
DESIGN SPECIFICATIONS Design Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 225 GPD (bedrooms 4, 5, and 6) =
675 GPD
LTAR = 0.6 GPD/SF
675 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 1125 SF
The new OWTS design is based on 6-bedrooms. An average daily wastewater flow of 675 GPD will be
used.
For the purposes of this OWTS design, Benchmark Elevation Lower Level finished floor at grade 5880.5’
has been established as 100’. CBO Inc. 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 Inlet Invert Approx. horizontal distance 140’ / min. 2% fall /
min. 35” fall
Automatic Distributing Valve / Distribution Box Approx. horizontal distance 22’ / min. 1% fall / min.
2.75” fall
Infiltrative Surface (furthest trench) Approx. horizontal distance 55’ / min. 1% fall / min.
6.875” fall
*Elevations are based upon standard OWTS installation practices. Component elevations may change during
installation due to site conditions.
The 4-inch diameter, SDR-35 sewer line exiting the residence must have a double-sweep clean out and a
minimum 2% grade to the septic tank. There must be a clean out at least every 100-feet.
The system installation must include a 2000-gallon, two compartment Infiltrator® poly septic tank with an
Orenco® Effluent Filter on the outlet tee. Risers must bring the manhole lids to grade for access. If
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 six 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 bed.
Page 4
Each trench will consist of 16 ‘Quick 4’ Infiltrator® chambers for a total of 96 chambers and 1152 square
feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Inspection
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 engineers in this area.
CBO Inc. 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.
COMPONENT MANUFACTURER MODEL NO. COMMENTS
Septic Tank Valley Precast 2000-gallon, two-
compartment concrete
septic tank Biotube Effluent Filter Orenco® Full Size Effluent Filter and housing
Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter)
Distribution Box Polylok Poly distribution box, lid, risers,
and (6) flow equalizers Chambers Infiltrator® 96 ‘Quick 4’ Chambers
Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the
OWTS Permit provided by Garfield County Building Department, and this design.
INSTALLATION CONTRACTOR
CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this
design. The installer must review this design thoroughly and coordinate with our office in advance of
installation. Any additional conditions in this design or county permit must be completed and documented
prior to final approval of the OWTS installation. Communication between the installer and this office is
expected throughout the installation.
INSTALLATION OBSERVATIONS CBO Inc. 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 Inc. should be notified 48 hours
in advance to observe the installation.
In 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.
Page 5
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 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.
If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned
annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be
flushed annually, or as needed.
The homeowner should pump the septic tank every two years, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITIONAL CONSTRUCTION NOTES If 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 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. If soil conditions encountered are different from conditions
described in report, CBO Inc. 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.
Page 6
Please call with questions.
Sincerely,
CBO Inc.
Carla Ostberg, MPH, REHS
Appendix
NRCS Soils D
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Rifle Area, Colorado,
Parts of Garfield and
Mesa Counties
Canyon Ck Properties
Natural
Resources
Conservation
Service
June 30, 2016
Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/portal/
nrcs/main/soils/health/) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center (http://
offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means
2
for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272
(voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and
employer.
3
Contents
Preface....................................................................................................................2
Soil Map..................................................................................................................5
Soil Map................................................................................................................6
Legend..................................................................................................................7
Map Unit Legend..................................................................................................8
Map Unit Descriptions..........................................................................................8
Rifle Area, Colorado, Parts of Garfield and Mesa Counties............................10
28—Heldt clay loam, 1 to 3 percent slopes.................................................10
50—Olney loam, 3 to 6 percent slopes.......................................................11
51—Olney loam, 6 to 12 percent slopes.....................................................12
References............................................................................................................13
4
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
5
6
Custom Soil Resource Report
Soil Map
43818504381900438195043820004382050438210043821504381850438190043819504382000438205043821004382150278800 278850 278900 278950 279000 279050 279100 279150 279200 279250
278800 278850 278900 278950 279000 279050 279100 279150 279200 279250
39° 33' 38'' N 107° 34' 29'' W39° 33' 38'' N107° 34' 8'' W39° 33' 27'' N
107° 34' 29'' W39° 33' 27'' N
107° 34' 8'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 100 200 400 600
Feet
0 30 60 120 180
Meters
Map Scale: 1:2,300 if printed on A landscape (11" x 8.5") sheet.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at 1:24,000.
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: http://websoilsurvey.nrcs.usda.gov
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
Survey Area Data: Version 9, Sep 22, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Aug 7, 2011—Sep 3,
2011
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.
Custom Soil Resource Report
7
Map Unit Legend
Rifle Area, Colorado, Parts of Garfield and Mesa Counties (CO683)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
28 Heldt clay loam, 1 to 3 percent
slopes
1.6 7.5%
50 Olney loam, 3 to 6 percent
slopes
0.0 0.1%
51 Olney loam, 6 to 12 percent
slopes
19.0 92.3%
Totals for Area of Interest 20.6 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
Custom Soil Resource Report
8
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
9
Rifle Area, Colorado, Parts of Garfield and Mesa Counties
28—Heldt clay loam, 1 to 3 percent slopes
Map Unit Setting
National map unit symbol: jnxs
Elevation: 5,000 to 6,000 feet
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Heldt and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Heldt
Setting
Landform: Alluvial fans, valley sides
Down-slope shape: Linear, convex
Across-slope shape: Linear, convex
Parent material: Fine-textured alluvium derived from sandstone and shale
Typical profile
H1 - 0 to 8 inches: clay loam
H2 - 8 to 21 inches: clay loam
H3 - 21 to 60 inches: clay
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 10 percent
Gypsum, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum in profile: 5.0
Available water storage in profile: High (about 10.2 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 3c
Hydrologic Soil Group: C
Ecological site: Clayey Foothills (R048AY289CO)
Custom Soil Resource Report
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50—Olney loam, 3 to 6 percent slopes
Map Unit Setting
National map unit symbol: jnyl
Elevation: 5,000 to 6,500 feet
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Olney and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Olney
Setting
Landform: Alluvial fans, valley sides
Down-slope shape: Linear, convex
Across-slope shape: Linear, convex
Parent material: Alluvium derived from sandstone and shale
Typical profile
H1 - 0 to 12 inches: loam
H2 - 12 to 33 inches: sandy clay loam
H3 - 33 to 43 inches: gravelly sandy clay loam
H4 - 43 to 60 inches: very gravelly sandy loam
Properties and qualities
Slope: 3 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.60 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 3c
Hydrologic Soil Group: B
Ecological site: Rolling Loam (R048AY298CO)
Custom Soil Resource Report
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51—Olney loam, 6 to 12 percent slopes
Map Unit Setting
National map unit symbol: jnym
Elevation: 5,000 to 6,500 feet
Farmland classification: Farmland of statewide importance
Map Unit Composition
Olney and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Olney
Setting
Landform: Alluvial fans, valley sides
Down-slope shape: Linear, convex
Across-slope shape: Linear, convex
Parent material: Alluvium derived from sandstone and shale
Typical profile
H1 - 0 to 12 inches: loam
H2 - 12 to 33 inches: sandy clay loam
H3 - 33 to 43 inches: gravelly sandy clay loam
H4 - 43 to 60 inches: very gravelly sandy loam
Properties and qualities
Slope: 6 to 12 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.60 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 15 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Ecological site: Rolling Loam (R048AY298CO)
Custom Soil Resource Report
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References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://www.nrcs.usda.gov/wps/
portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
13
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
14
Garfield County, CO
Developed by
Account Number R083926
Par cel Number 218105101296
Acr es 10
Land SqFt 0
T ax Ar ea 114
2019 Mill Levy 67.0920
Physical A ddr ess 0
NEW C ASTLE 81647
Owner Addr ess GOMEZ, ABEL ESTEBAN
464 MIDL AND AVENUE
NEW C ASTLE C O 81647
2019 T otal Actual Value $6,080 L ast 2 Sales
Da te Pr ice
8/18/2017 $0
8/18/2017 $250,000
Date created: 4/23/2021
Last Data Uploa ded: 4/23/2021 2:52:42 AM
460 ft
Overvi ew
Legend
Parcels
Roa ds
Parcel/Account
Number s
Highw ays
Limited Access
Highwa y
Major Road
Loca l Roa d
Minor Road
Other Road
Ra mp
Ferry
Pedestria n Way
Owner Na me
Lakes & River s
County Boundar y
Line
4/23/2021 qPublic.net - Garfield County, CO - Property Record Card: R083926
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Gar eld County, CO
View Map
GOMEZ, ABEL ESTEBAN
464 MIDLAND AVENUE
NEW CASTLE CO 81647
Assessed Year 2020 2019
Land Actual $6,080.00 $6,080.00
Improvement Actual $0.00 $0.00
Total Actual $6,080.00 $6,080.00
Assessed Year 2020 2019
Land Assessed $1,760.00 $1,760.00
Improvement Assessed $0.00 $0.00
Total Assessed $1,760.00 $1,760.00
Tax Year 2020 2019 2018 2017
Taxes Billed $118.08 $111.16 $163.84 $154.08
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type
Reception
Number
Book -
Page
Sale
Price Grantor Grantee
8/18/2017 Quit Claim Deed 896377 $0 LLOYD, FIONA GOMEZ, ABEL ESTEBAN
8/18/2017 WARRANTY DEED 896376 $250,000 LLOYD, FIONA GOMEZ, ABEL ESTEBAN
5/22/2017 BENEFICIARY DEED 892722 $0 LLOYD, FIONA C LLOYD, JUNE ROSE
3/24/2017 QUIT CLAIM DEED 892061 $0 CANYON CREEK PROPERTIES LLC LLOYD, FIONA
Summary
Account R083926
Parcel 218105101296
Property
Address
, NEW CASTLE, CO 81647
Legal
Description
Section: 5 Township: 6 Range: 91 Subdivision: CCP SUBDIVISION
Block: 1 Lot: 2 AS PER PLAT RECEPTION NUMBER 890332
Acres 10
Land SqFt 0
Tax Area 114
Mill Levy 67.0920
Subdivision CCP SUBDIVISION
Owner
Land
Unit Type IRRIGATED LAND-AGRICLTRL. - 4117 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
4/23/2021 qPublic.net - Garfield County, CO - Property Record Card: R083926
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3/24/2017 QUIT CLAIM DEED 890623 $0 CANYON CREEK PROPERTIES LLC LLOYD, FIONA
3/24/2017 WARRANTY DEED 890621 $235,000 CANYON CREEK PROPERTIES LLC LLOYD, FIONA
3/20/2017 Plat 890332 $0
1/21/2013 ORDER OF INCLUSION 831599 $0 WEST DIVIDE WATER CONSERVANCY DISTRICT;
ARMSTRONG, LIZ;...
DISTRICT COURT-GARFIELD
COUNTY
3/26/2010 STATEMENT OF
AUTHORITY
783822 $0 BALCOMB, JENNIFER RUTH CANYON CREEK PROPERTIES
LLC
12/5/2009 QUIT CLAIM DEED 778799 $0 ARBANEY, RUE BALCOMB CANYON CREEK PROPERTIES
LLC
8/13/2007 QUIT CLAIM DEED 731500 $0 MELTON, EVAN LESLIE & LESLIE TIMOTHY &...ARBANEY, RUE BALCOMB
8/11/2007 SPECIAL WARRANTY
DEED
731499 $335,000 MELTON, EVAN LESLIE; FAHRLENDER, MARY LOU;...BALCOMB ARBANEY, RUE
3/6/2007 SPECIAL WARRANTY
DEED
719276 1904-49 $0 MELTON, EVAN LESLIE2/3,MELTON, EVAN LESLIE 1/6 &
8/21/1997 POWER OF ATTORNEY 512634 1031-
0020
$0
6/26/1997 SPECIAL WARRANTY
DEED
510502 1024-
0952
$27,000
6/26/1997 SPECIAL WARRANTY
DEED
510501 1024-
0951
$53,600
12/15/1995 DEED OF
DISTRIBUTION
486511 0961-
0285
$0
12/15/1995 DEED OF
DISTRIBUTION
486510 0961-
0284
$0
5/25/1995 QUIT CLAIM DEED 478876 0942-
0728
$0
5/25/1995 QUIT CLAIM DEED 478874 0942-
0726
$0
5/25/1995 AFFIDAVIT 478873 0942-
0725
$0
9/19/1988 DEATH CERTIFICATE 397077 0744-
0679
$0
5/29/1984 RESOLUTION 352722 0650-
0554
$0
7/20/1981 RESOLUTION 317373 0577-
0609
$0
7/26/1963 WARRANTY DEED 222291 0352-
0061
$0
12/15/1960 WARRANTY DEED 212249 0331-
0455
$0
7/15/1959 WARRANTY DEED 206132 0319-
0056
$0
9/9/1958 WARRANTY DEED 204235 0315-
0159
$0
No data available for the following modules: Buildings, Sketches.
Photos
4/23/2021 qPublic.net - Garfield County, CO - Property Record Card: R083926
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Version 2.3.118
The Gar eld County Assessor's Of ce makes every effort to produce the most accurate information possible. No warranties, expressed or
implied are provided for the data herein, its use or interpretation. Data is subject to constant change and its accuracy and completeness
cannot be guaranteed.
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