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HomeMy WebLinkAbout2.0 DD Staff Report 04.07.2017Directors Determination — Exhibits
Los Amigos PUD
Minor Modification — Text Amendment
Applicant is Pinyon Mesa Homeowners Association (HOA)
April 7, 2017
(File PUAA-02-16-8427)
Exhibit
Number
Exhibit Description
1
Public Hearing Notice Information Form
2
Return Receipts from Mailing Notice
3
Garfield County Land Use and Development Code, as amended
4
Garfield County Comprehensive Plan of 2030
5
Application
6
Staff Report
7
Email from Paul and Carlota Kilmas (dated March 9, 2017)
8
Email from Rob Sweikert (dated March 9, 2017)
9
Letter from Philip Moss (dated received March 14, 2017)
10
Email from Harret and Tom Wenzel (dated March 22, 2017)
Los Amigos PUD Map as approved in 1981
11
12
Los Amigos PUD Map as approved in 1996
13
Resolution 96-34 amending Los Amigos PUD to create the High
Density Single Family Zone District
14
Staff Report dated December 11, 2006 regarding the Pinyon Mesa
Preliminary Plan
15
Water Supply Plan and supporting information for the Pinyon Mesa
Preliminary Plan
16
Pinyon Mesa Filing 1 Final Plat
17
Pinyon Mesa Filing 2 Final Plat
18
Pinyon Mesa Water Delivery Agreement
19
Pinyon Mesa Preliminary Plan Traffic Impact Study
20
Excerpt from International Residential Code of 2015 related to the
Definition of 'Basement'
21
Letter from Jeff Conklin of Karp, Neu, Hanlon (dated March 28, 2017)
22
Email from Rob Sweikert (dated April 1, 2017)
23
Wastewater Disposal Plan and supporting information for the Pinyon
Mesa Preliminary Plan
24
Email from Tom Dunlop (dated April 6, 2017)
Dir Determination 4/7/2017
File No. PUAA-02-16-8427
DP
PROJECT INFORMATION AND STAFF COMMENTS
REQUEST PUD Text Amendment — Minor Modification to
Los Amigos PUD.
APPLICANT — PROPERTY OWNER Pinyon Mesa Homeowners Association (HOA)
REPRESENTATIVE Jeffrey Conklin of Karp Neu Hanlon, P.C.
ASSESSOR'S PARCEL # 2393-071-06-001
PROPERTY SIZE The total PUD is approximately 1472.7 acres
while the impacted area of the PUD is 60.49
acres.
LOCATION
The impacted area is 60.49 acres known as
Pinyon Mesa Subdivision Phase 1 and 2 (80
Lots Total) located approximately 4.5 miles
south of the City of Glenwood Springs off State
Highway 82 and County Road 114. This
Subdivision is a part of the Los Amigos Ranch
PUD, which is 1472.7 acres.
ACCESS The property is accessed by County Road 114.
EXISTING ZONING The property is zoned PUD — High Density
Single Family.
I. BACKGROUND
The Los Amigos PUD zoning map was originally approved in 1981 (See Exhibit 11). This
map included the area known today as Pinyon Mesa. At the time of this approval, Pinyon
Mesa (AKA Lower Valley) was zoned Multi -Family for 108 dwelling units.
In 1996, the Board approved a PUD Amendment that changed the zoning in Pinyon
Mesa from Multi -Family to High Density Single Family (HDSF) (See Exhibit 12). This new
HDSF zone district only covered the area today known as Pinyon Mesa and permitted
up to 80 single family dwelling units. The Board decision is memorialized in Resolution
96-34 (See Exhibit 13).
1
Also in 1996 and in conjunction with this new zone district, the applicant proposed to limit
the Maximum Floor Area to 0.1 of the total HDSF area. A review of these application
materials suggest that this Maximum Floor Area was proposed by the applicant and is
not tied to any limitations related to water, wastewater, or traffic impacts. It appears this
Maximum Floor Area was proposed as a part of the original submittal and carried through
to the PUD Zone Map (See Exhibit 12) and Resolution 96-34 (See Exhibit 13). Although
not expressly stated in the application or staff report from 1996, Staff believes that this
Maximum Floor Area of 0.1 was proposed by the Applicant to limit the visible bulk and
footprint of the development when it was converted from higher density multifamily units
that occupy an overall smaller footprint to single family dwelling units that are more
dispersed.
In 2006, the property owner submitted an application for Preliminary Plan which includes
the current Filing 1 and Filing 2 of Pinyon Mesa Subdivision. At this time, the impacts
associated with the development were fully analyzed, including water, wastewater, and
traffic impacts (See Exhibit 14). It was at this time that the Maximum Floor Area of 0.1
for the total area of the HDSF zone district (approximately 60 acres) was determined for
each individual lot. As 80 single family lots were proposed, a Maximum Floor Area of
3,294 square feet per lot was calculated.
Pinyon Mesa Filing 1 Final Plat was subsequently approved in 2007 for 48 lots, and
Pinyon Mesa Filing 2 Final Plat was approved in 2016 for the remaining 32 lots. No
Accessory Dwelling Units (ADUs) were approved as a part of the permitted uses in the
PUD or Preliminary Plan. In addition, the water, wastewater, and traffic studies and
approvals did not contemplate the development of any ADUs within Pinyon Mesa in the
future.
II. GENERAL PROJECT DESCRIPTION
The Applicant is requesting a Minor Amendment to the Los Amigos PUD to exclude
below -grade basements from the calculation for Floor Area within the High Density
Single Family (HDSF) Zone District (Pinyon Mesa Subdivision Phase 1 and Phase 2) of
the Los Amigos PUD as approved. The amendment would exclude below -grade
basements from the calculation for maximum Floor Area, which is limited to 3,294 square
feet within the HDSF Zone District of the Los Amigos PUD (Pinyon Mesa Subdivision).
No alteration to the Pinyon Mesa Subdivision Final Plat, as approved, or other
amendments to the Los Amigos PUD are proposed. The impacted parcels are zoned
PUD — High Density Single Family (HDSF) (See Exhibit 12).
Phase 3F was approved for 80 single family lots in the lower valley area of Los Amigos
PUD. Of these 80 Tots, 48 lots have been platted as a part of Los Amigos, Filing 1 while
32 Lots were platted as part of Filing 2.
The Applicant has represented the amendment as follows:
The Los Amigos PUD was originally approved by Garfield County
Resolution No. 79-15, and was subsequently amended under Resolution
2
Nos. 81-358, 96-34, 2004-05, 2006- 16, 2008-06, and most recently 2016-
40. The Pinyon Mesa development consists of 80 lots for development of
single-family residences and is located in the High Density Single Family
(HDSF) Zone District of the Los Amigos PUD. The Final Plat of Pinyon
Mesa, Filing 1 was recorded in the public records of Garfield County,
Colorado on October 8, 2007 at Reception No. 734761, identifying the forty-
eight (48) Filing 1 Lots and the Future Filing 2 parcel...The Final Plat for
Pinyon Mesa, Filing 2 was recorded in the public records of Garfield County,
Colorado on September 20, 2016 at Reception No. 882620 ("Filing 2 Plat"),
attached hereto as Exhibit A, creating and identifying thirty-two (32) lots (the
"Filing 2 Lots")...
The HDSF zone district limits the maximum floor area of residences to 3,294
square feet; however, the Garfield County Land Use and Development
Code (LUDC) excludes "unfinished basement" from the definition of floor
area. Several homes have been constructed in Pinyon Mesa (having
received building permits and certificates of occupancy from Garfield
County) that exceed this limitation if basement square footage is included.
Other owners at Pinyon Mesa constructed homes with unfinished
basements that would now like to finish those basements and, in doing so,
would exceed the floor area limitation of 3,294 if the basement is included
in the floor area calculation.
As discussed above, this Application seeks an amendment to the Revised
Los Amigos PUD Guide contained as Exhibit B to Resolution No. 2016-40
(recorded at Garfield County Reception No. 878399) to clarify that
Maximum Floor Area in the HDSF zone district is exclusive of basements.
Specifically, page 1 of the PUD Guide, "High -Density Single -Family
Residential District," paragraph should be amended as follows (with bold,
underlined language added):
8. Maximum Floor Area: 3294 square feet, exclusive of basements.
The size of dwelling units is limited to 3,294 square feet within both the PUD Guide and
on the Pinyon Mesa Filing 1 and Filing 2 plats, as excerpted below.
3
Los Amigos PUD Guide
Hiatt -Density Sim:tie-Family Residential District (from RESOLUTION 2007.134)
1. ties, by Richt: Single. -Family dwelling and customary accessory uses.
2. Uses. Conditional: Horne Occupation.
3. Uses. Special: None,
4. Minimum Lot Area: 10,000 sq. ft
5. Minimum Seto*: Front/Rear: 25 feet, Sides: 10 feet
6. Maximum Height of Buildings: 28 feet
7. Maximum Lot Covoraq_e: 25 percent.
8. Maximum Flcor Area: 3294 square feet
9. Additional Requirements: All uses shall be subject to any and all of the provisos, covenants,
conditions, and restrictions contained in this application and to additional previsions, covenants,
conditions and restrictions by the recording of any supplemental declarations.
Pinyon Mesa Filing 1 and Filing 2 Plat
14. Zone District Parameters:
ZONE DISTRICT
CONDITIONALMINIMUM
USES
LOT
AREA
MAXIMUM LOT
COVERAGE
MINIMUM
SETBACKS
MAXIMUM MAXIMUM
HEIGHT FLOOR AREA
HIGH DENSITY
SINGLE FAMILY
(HDSF)
HOME
OCCUPATION
10,000 sq.ft.
2596
FRONT/REAR: 25'
SIDES: 10'
28 FEET 3,294 sq.ft.
As the PUD Guide currently does not provide any guidance on the area to be included
in the Maximum Floor Area, the Community Development Department has utilized the
definition within the Land Use and Development Code (LUDC) of 2013. This definition
for Floor Area is as follows.
Floor Area. The total habitable horizontal Floor Area of all floors in a
building, measured from exterior wall to exterior wall, exclusive of unfinished
basement, garage, storage area, and utility rooms.
As a result of the definition for Floor Area within the LUDC, dwelling units have been
permitted to be built within Pinyon Mesa with a finished floor area of 3,294 square feet.
These homes often contain an unfinished basement that is not counted toward the
Maximum Floor Area at the time of initial construction and building permit. As many of
these units have already met or are close to the 3,294 square foot maximum for Floor
Area, finishing an unfinished basement would cause the unit to exceed this Maximum
Floor Area, as defined above. The purpose of this amendment is to allow these units to
finish a basement while maintaining the above grade maximum square footage at 3,294
square feet. Since the finishing of basements will not increase the above ground bulk or
foot print of the structures, it is Staffs opinion that allowing the finishing of basements
will have little to no notable impact on neighborhood character for either existing or future
development.
It is worth noting that due to the geotechnical issues with the soils in this area, building
a basement is a practical way of dealing with these problematic soils as the basement
removes much of this fill. As a result, it is likely that the homes built in Pinyon Mesa will
4
continue to be built with full, but possibly unfinished, basements even should this
amendment not be approved. In addition, these basements may continue to be built with
egress windows and walk out doors to the exterior as is currently permitted.
The prior approvals for Pinyon Mesa and Los Amigos PUD were reviewed as a part of
this application. Specifically, the approved and existing water agreements and approvals
as well as the traffic impact study submitted in 2006 were analyzed for inconsistences
that could occur as a result of this PUD amendment.
Water. The Staff Report presented on December 11, 2006 (See Exhibit 14) indicates
that legal water exists to serve the 80 single family dwelling units proposed. This Report
also references a court approved Basalt Water Conservancy District augmentation plan
to provide adequate water for 327 single family dwelling units. The Report concludes that
"This system appears to satisfy County requirements as also noted by Mountain Cross
Engineering."
A review of the Water Supply Plan submitted with the Preliminary Plan and Can and Will
Serve Letter provided by Red Canyon Water Company states that "The Red Canyon
Water Company agrees to deliver to the Lower Valley, at the Point of Delivery, an amount
of water sufficient to serve the reasonable domestic and residential needs of up to eighty
(80) single family homes in a monthly volume measured at the Master Water Meter not
to exceed the Monthly Basic allotment of 1,400,000 gallons of water."
Meanwhile, the Pinyon Mesa Water Delivery Agreement Recorded under Reception
Number 844558 on December 23, 2013 (See Exhibit 18) states in Section 2 on Page 4,
"Red Canyon agrees to deliver to the Pinyon Mesa P.U.D. at the Point of Delivery an
amount of water sufficient to serve the reasonable domestic and residential needs,
including irrigation, of up to eighty (80) single family homes, each with no more than
3,000 square feet of irrigated landscape..."
In terms of quantity available to each lot approved in Pinyon Mesa, the 1,400,000 gallons
of water per month breaks down to approximately 583 gallons per lot per day. When this
amount is compared to the currently adopted County Land Use and Development Code,
Section 4-203(M) states that "For the purposes of this plan, 1 Single -Family Equivalent
(SFE) shall equal 350 gallons of water per day, regardless of the type of use." While this
is not a County Standard but instead used to determine certain breaking points for
submittal materials, this measure may be used as a benchmark. Instead, for
subdivisions, the County relies on the engineering estimates provided during Preliminary
Plan.
In response to impacts on water usage as a result of this amendment, the Applicant has
provided the following explanation (See Exhibit 21):
Pinyon Mesa's water allotment will not be jeopardized by exempting
basements from the square footage calculation under the PUD. The
Association has a Water Delivery Agreement that provides a "basic
allotment" of 1.4 million gallons per month to Pinyon Mesa for "reasonable
domestic and residential needs, including irrigation of up to eight (80)
5
single family homes, each with no more than 3,000 square feet of irrigated
landscape." See Exhibit B, Water Delivery Agreement, ¶ 2. There is also
provision for "supplemental water" under the Agreement. As stated by the
commenter, the contract amount is substantially above the County's
planning estimate of 350 gallons per day/household. As to the reported
use figures, the high figure is the result of an infrastructure issue that is
currently being addressed by the Association. It is not due to water
demand exceeding 350 gallons per day/household. In short, Pinyon Mesa
has a sufficient water supply, even under the most conservative of
estimates.
To this end, all noted representations made at the time of approval and the agreements
in place today to serve water to Pinyon Mesa are based on a calculation of number of
dwelling units (80), not square footage. As a result, increasing the amount of finished
square footage in the units within the HDSF Zone District does not appear to be in conflict
with prior approvals, representations, or current agreements to provide water to the
development.
Wastewater. The Staff Report presented on December 11, 2006 (See Exhibit 14)
indicates that, with the improvements outlined, adequate wastewater disposal may be
provided by the Spring Valley Sanitation District.
A review of the Pinyon Mesa Wastewater Disposal Plan (See Exhibit 23) indicates that
with certain improvements, the wastewater disposal system is to be dedicated to the
Spring Valley Sanitation District. The calculations for wastewater disposal were based
on 80 single family dwelling units, not dwelling unit size or square footage. In addition,
the engineering estimates provided by Schmueser Gordon Meyer (SGM) in 2006
indicate that the system is to provide service for up to 80 single family dwelling units
producing 350 gallons of wastewater per day for a total expected daily treatment of
28,000 gallons. It is worth noting that this calculation of 350 gallons of wastewater per
day is in line with the County's current estimated water demand for a single family
dwelling unit (see Water section, above).
Traffic. The Staff Report presented on December 11, 2006 (See Exhibit 14) indicates
that, with the improvements outlined, access for the 80 single family dwelling units as
proposed and with currently constructed improvements is adequate for the proposed
use.
A review of the Pinyon Mesa Traffic Impact Study conducted in October 2006 for the
Pinyon Mesa Preliminary Plan (See Exhibit 19), shows that all calculations for traffic are
based on the number of dwelling units, not square footage. This Study was conducted
with the consideration that 80 single family homes would be built on the roughly 60 acres
of HDSF zoned area. The Study indicates that the traffic estimates are conservative as
no adjustments to the trip generation rates are made (such as transit use). In addition,
the study assumed that all units are used as primary dwelling units, as opposed to
second homes or vacation homes which may produce fewer trips.
6
To this end, it appears that all representations made at the time of approval and
improvements agreements in place are based on a calculation for the number of dwelling
units in the development (80), not square footage. As a result, increasing the amount of
finished square footage in the units within the HDSF Zone District does not appear to be
in conflict with prior approvals, representations, or agreements regarding traffic to and
from the development.
Vicinity Map
Pinyon Mesa
Subdivision -
Impacted Area
7
Site Plan of Pinyon Mesa Subdivision
LOG .-.....Y..4 ....0
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SITE
ACCESS
LiTi1
1
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■ .,1r++K.-I• N:M A 47lTE
II. PUBLIC COMMENTS AND REFFERAL AGENCY COMMENTS
Public Notice was provided for the Board of County Commissioners public hearing in
accordance with the Garfield County Land Use and Development Code as amended.
For this type of application, all property owners within the Los Amigos PUD are required
to obtain notification. Comments from referral agencies, County Departments, and the
public are summarized below and attached as Exhibits.
1. Email from Paul and Carlota Klimas: (See Exhibit 7)
• The following comments were submitted: "We are residents of Elk Springs, a
Pinyon Mesa neighboring residential development. We object to the Pinyon Mesa
Homeowners Association requested Minor Amendment to the Los Amigos PUD
to exclude below -grade basements from the calculation for Floor Area within the
High Density Single Family Zone District. Relative to the homes in Elk Springs,
current homes in Pinyon Mesa are in close proximity to one another and intuitively
are already sufficiently "high density." Granting this proposed amendment would
likely allow the Floor Area maximum to increase by approximately 50% (assuming
a two-story above grade construction and a full basement.) This 50% increase in
Floor Area could then be accompanied by a corresponding 50% increase in home
personnel occupancy. We believe that this would be detrimental to the overall
well-being of both the Pinyon Mesa and Elk Springs communities, as well as
8
contrary to the intentions of the original planners of the PUD and the Garfield
County officials that authorized that PUD. We recommend denying this request."
2. Email from Rob Sweikert: (See Exhibit 8)
• The following comments were submitted: "With further regard to the water
situation, Elk Springs HOA is contractually committed to provide up to 1.4 million
gallons of water per month as a "Monthly Basic Allotment" to Pinyon Mesa. This
is substantially above your planning estimate of 350 gallons per day per
household (which would be about 840,000 gallons per month for the 80
houses). Supplemental water is to be supplied (at substantially higher per unit
rates) if it is available. I am concerned that an approved increase in living space
will result in higher occupant densities and higher per household water
usage. With less than a quarter of Pinyon Mesa built out and occupied, monthly
water usage last year was already above 800,000 gallons per month in June and
July. At full build out of the PUD and Elk Mesa, an engineering study of overall
water capacity indicated that Elk Springs HOA would have negligible excess
capacity and, therefore, negligible water available for supplemental use within Elk
Springs, the PUD and for Elk Mesa.
Along with the water concern, I share other HOA Members' concerns that higher
square footage built out at Pinyon Mesa will lead to increased traffic, noise,
sanitation district burden, etc.."
3. Letter from Philip Maass: (See Exhibit 9)
• The following comments were submitted: "I am a homeowner in the Elk Springs
Ranch subdivision; I have lived here for 19 years. I have seen the significant
growth of the valley in that time. I did not oppose the introduction of the original
Pinon Mesa subdivision nor did I oppose the introduction of phase 1-2 when it
was released but I do oppose the modification of the rules regarding the omission
of a basement while retaining the same square footage allowed by the
subdivision. I can attest to the difficulty of digging a basement in the basalt
formations typical to this area, house on slab or with a crawl space makes
construction more feasible. However, the allowance of 3294 sq. ft. homes within
a high density neighborhood seems excessive. If the original plan where
basements were proposed, would result in a probable above grade average
square footage of about 2294.This seems like a reasonable sized house even in
a high density neighborhood. Besides the eyesore of these huge houses, it also
suggests a higher number of individuals living in the house, read higher density
of AUTOMOBILES, The two roads that access this area are Colo. Rd 114 and
Colo. road 110. Road 110 is a narrow road with twists and turns and has steep
drop offs requiring people to slow down and drive carefully. They do not follow
this recommendation. Colo. Road 114 gets the bulk of traffic. Because of its
steepness it is difficult for some cars to climb it in the winter causing wrecks and
9
bottlenecks. Automobile density on 114 Rd. has climbed dramatically due to the
CMC campus and development further up the valley.
urge you to reject the modification to the existing size and layout requirement for
this subdivision."
4. Email from Harriet and Tom Wenzel: (See Exhibit 10)
• The following comments were submitted: "I am voicing my concerns in regards to
the request for a minor amendment to the Los Amigos PUD, in particular regarding
Pinion Mesa Sub Phase 1 and 2 to exclude below grade basements from the
calculation for the floor area. File # PUAA-01-17-8513 the allowed floor area is
now 3,294 square feet calculating square feet on all levels including below grade.
This amendment could result in a potential livable square footage of up to 6,588
square feet.
We own Lot #1, Filing 9 in Elk Springs. This amendment will most definitely
devalue lots in Elk Springs even further than what they have experienced in the
last few years.
I do not support this amendment if it allow daylight basements, sleeping quarters,
or ingress and egress."
5. Email from Tom Dunlop: (See Exhibit 24)
■ The following comments were submitted: "My wife and I live in Elk Springs
Subdivision off County Rd 114. My contact information is below.
We received notice from Pinyon Mesa, Los Amigos Ranch PUD informing of their
request for a minor amendment to the subdivision. I am not a student of the
Garfield County land use code, but intuitively question the definition of a minor
amendment as it applies to the applicant's request. The request, as stated in the
notice, specifically is to "... exclude below grade basements from the calculation
for maximum Floor Area, which is limited to 3,294 square feet within the HDSF
Zone District of the Los Amigos PUD (Pinyon Mesa Subdivision)."
To exclude full below grade basements from a FAR calculations seems larger
than a minor revision. I am not sure of the exact calculation, but it appears a
dwelling living square footage might increase in size by 1/3 or larger. My concerns
are mainly two. 1) Co Rd 114 is the main access point to Pinyon Mesa as it is for
Elk Springs and Colorado Mtn College. I worry that the increased density of
Pinyon Mesa will impact traffic on an already busy county road. 2) As providers
10
of domestic water from Elk Springs to Pinyon Mesa I am concerned with quantity
and quality of water needed to subsist increased demand from Pinyon Mesa.
Both of these concerns center around the ability of increased dwelling square
footage leading to larger occupancy numbers which in turn will increase traffic
load on Co Rd 114 and higher demand for domestic water. When Pinyon Mesa
was initially approved with the 3,294 square foot cap there were reasons Garfield
County chose to place this limit. Has such a request been granted to other
developments in the HGSF Zone? Or, is this a precedent setting request? I
suggest the developer support their request by offering compelling reasons for
the exemption."
6. Other agencies that did not submit comments include: Pinyon Mesa HOA.
III. STAFF COMMENTS AND ANALYSIS
In accordance with the Land Use and Development Code, the Applicant has provided
detailed responses to the Submittal Requirements and applicable sections of Article 6-
203. Since the amendment does not meet the requirements set forth in Section 6-
203(C), the amendment is considered a Minor Modification. As a result, the amendment
application is reviewed against the criteria found in Section 6-203(C).
1. Conform to the Comprehensive Plan;
The proposed PUD Amendment is not inconsistent with the goals of the
Comprehensive Plan. The overall dwelling unit density was analyzed as a part of
the original Los Amigos PUD approval in 1981. At this time, the area now known
as Pinyon Mesa was zoned for 108 multi -family dwelling units. In 1996 this density
was reduced to 80 single family dwelling units.
The site sits between Highway 82 and the Spring Valley CMC campus. The
location where County Road 110 (Cattle Creek) meets Highway 82 is identified in
the County Comprehensive Plan as being a Rural Employment Center. Similarly,
the Spring Valley CMC campus is designated as a Village Center.
2. Is consistent with the efficient development and the preservation of the character of
the development;
As noted previously, approval of this PUD Amendment is not expected to change
the character of the development. This amendment is not expected to alter the
current character of the development as no changes to building bulk, building
footprint size, or ability of the homeowners to install basement egress windows or
access are impacted. While the amendment will likely increase the amount of
11
livable square footage in a home, this increase is not inconsistent with prior
approvals or existing agreements.
The applicant has provided the following explanation regarding impact to the
character of the development (See Exhibit 21):
Under existing PUD standards, Owners can build residences on
Pinyon Mesa lots up to 3,294 above -grade square footage.
Allowing for basements to be exempt from Maximum Floor Area
would not alter the character of the development, as the above -
grade space would not exceed the Maximum Floor Area (and is the
current construction pattern for the Pinyon Mesa development).
The Application would not alter the maximum lot area, maximum
lot coverage, setbacks, and maximum height (i.e. viewplanes) set
forth in the PUD. The proposed amendment effectively preserves
the status quo.
3. Do not increase the density;
This PUD Amendment will not result in a change in the density of dwelling units
within the approved Pinyon Mesa Subdivision or PUD. Pinyon Mesa is approved
for 80 single family dwelling units. This amendment will not change this density of
dwelling units. ADUs are currently not permitted within the subdivision and will not
be permitted as a result of this amendment.
4. Do not decrease the amount of dedicated Open Space;
The PUD Amendment will not result in any change to the amount of Open Space
within the development.
5. Do not affect, in a substantially adverse manner, either the enjoyment of the land
abutting upon or across the road from the PUD or the public interest;
As this amendment is not expected to result in an increase in building bulk,
number of dwelling units, or increased dwelling unit footprints, the PUD
Amendment is not expected to affect any adjacent property owners in a
substantially adverse manner.
Certain objections have been filed based on property values, water availability to
the subdivision, as well as traffic which could impact those living in the adjacent
Elk Springs development. While it is possible that increases in traffic and water
usage could occur as a result of this amendment, such an increase is expected
to be small and not inconsistent with original approvals, existing commitments, or
representations made at the time of approval by the Board (see Section 2, above).
12
Regarding property values, as the visible above ground development, including
the current ability of homeowners to build basement egress windows and access
will remain unchanged, little to no impact on property values in Elk Springs is
expected. However, it is worth noting that while water and traffic both have prior
studies and certain existing contractual commitments, a specific study on property
value impacts was not conducted for this submittal, nor is such a study required
for this type of application.
6. Do not change the use category of the PUD between residential, commercial, or
industrial uses; and
The PUD Amendment will not alter any use categories for any portion of the PUD.
7. Will not be granted solely to confer a special benefit upon any person; and
As this PUD Amendment will apply to all lots within the HDSF Zone District
(Pinyon Mesa Subdivision), no special benefit will be conferred to any select
person or persons.
8. Shall not affect the rights of the residents, occupants, and owners of the PUD to
maintain and enforce those provisions at law or in equity.
The PUD Amendment is not expected to affect the rights of the residents,
occupants or owners' ability to maintain or enforce the provisions of law for this
development.
The current Water Delivery Agreement was reviewed as a part of this application.
As this commitment to serve water is based on dwelling units and not square
footage, this amendment does not appear to be inconsistent with this Agreement.
IV. SUGGESTED FINDINGS
1. That proper public notice was provided for an Administrative Review Minor PUD
Amendment.
2. That with the adoption of conditions, the application is in general conformance
with the 2030 Comprehensive Plan, as amended.
3. That with the adoption of the Conditions of Approval the application has
adequately met the requirements of the Garfield County Land Use and Development
Code, as amended.
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V. RECOMMENDATION
The following recommended conditions of approval are provided for the Directors
consideration.
1 That all representations made by the Applicant in the application shall be conditions
of approval.
2. The Applicant shall submit an updated and revised PUD Guide (previously recorded
at Reception Number 878399 on June 14, 2016) with the modifications as outlined
below for review by Community Development and County Attorney Staff. Once
accepted by County Staff, the updated and revised PUD Guide shall be recorded
with the County Recorder.
(Page 1 — Changes underlined and bold)
High -Density Single -Family Residential District
8. Maximum Floor Area: 3294 square feet, exclusive of basements.
14
fl
EXHIBIT
Garfield County
PUBLIC HEARING NOTICE INFORMATION
Please check the appropriate boxes below based upon the notice that was conducted for your public
hearing. In addition, please initial on the blank line next to the statements if they accurately reflect the
described action.
® My application required written/mailed notice to adjacent property owners and mineral
owners.
X Mailed notice was completed on the 17th day of March , 2017.
X All owners of record within a 200 foot radius of the subject parcel were identified as
shown in the Clerk and Recorder's office at least 15 calendar days prior to sending
notice.
X All owners of mineral interest in the subject property were identified through records in
the Clerk and Recorder or Assessor, or through other means [list]
■ Please attach proof of certified, return receipt requested mailed notice.
❑ My application required Published notice.
Notice was published on the day of , 20_.
• Please attach proof of publication in the Rifle Citizen Telegram.
❑ My application required Posting of Notice.
Notice was posted on the day of , 20.
Notice was posted so that at least one sign faced each adjacent road right of way
generally used by the public.
I testify that the above information is true and accurate.
Name: Angell ue Petterson
Signature:
Date: 3/28/2017
U.S. Postal Service`.
CERTIFIED MAIL® RECEIPT
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GLENWOOD SPRINGS, CO 81601
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HOLMDEL, NJ 7733
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9114151 d+inl]Iji1 8fo.. or 1st 85 PINYON MESA DRIVE
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PS Form 3800, April 2015 FSN 75;U -0z. 1010 9041
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SIiaBFiiridApr' No., 01131 663 ELK SPRINGS DRIVE
GLENWOOD SPRINGS, CO 81601
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PS Form 3800, April 2015 PSn1 7535.02.000-uu17
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491 ELK SPRINGS DRIVE
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SOnt ARNHOLD, JO vr.f r ygyrr,
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GLENWOOD SPRINGS, CO 81801
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SiiiriliiirifAi4r74. DRIVE1207 C LAKEWOOD
GREENSBORO, NC 27E
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PS Form 3811, July 2015 PSN 7590-02.000-9Q53
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U.S. Postal Service
CERTIFIED MAIL° RECEIPT
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JTICE AVENUE
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546 WOOD NYMPH LANE
Stnvnl mrdJtaf GLENWOOD SPRINGS, CO 81601
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3 SECTION
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RUTH V
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CO 81601
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CERTIFIED MAIL® RECEIPT
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SENDER' COMPLETE THIS SECTION
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t Article Addy
IA BASLER, DON & CATHI
3082 SOUTH WHEELING WAY
BUILDING 20E3410
AURORA, CO'80074
❑ Adult Signature Required •5
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BASLER, DON & CATh
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PS Form 3900, April 2015 PSN 7530-02-000-0047
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NEW CASTLE, PA 16102
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7016 2710 0000 7562 9254
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GLENWOOD SPRINGS, CO 81601
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7016 2710 0000 7562 9261
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PS Form 3800, April 2015 UN 7&90-52.0005047
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FLORENCE, CO 81226
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GLENWOOD SPRINGS, CO
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• Attach this card to the back of the mallplece,
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1. Article Addressed to:
BOYD, JOHN L & GEORGIA F
0294 ASTER DRIVE
GLENWOOD SPRINGS, CO((D�
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BOYER, LU
P SiioQlairililik rn..Of PO 206 CEDAR COVE
GLENWOOD SPRINGS, CO 81601
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Sent 18
MAR
BUCCHIN, MICHAEL J &
:Sliaot iiriifhjif i4a.,1,I CALDWELL, CHARIS M
70 SAGE MEADOW ROAD
� to3o .211V41 GLENWOOD SPRINGS, CO 81601
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BURBIDGE, LAURIE & PAUL
41213TH STREET
$iiaot ie dhl;r: No., or POtlo; GLENWOOD SPRINGS, CO 81601
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BUTLER, ALLAN J & LORI A
Suual mPI33 WOODRUFF PLACE
GL NWOOD SPRINGS, CO 81601
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❑ Certified Made
❑ Certified Mail Restrtcied Delivery
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PS Form 3811, July 2015 PSN 7530-02-000-9053
U.S. Postal MAID' RECEIPT
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Siiiloi ilid�jpL75(yx CHRISTIE, EDWARD W & MAURER,
• PATRICIA A
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DENVER, CO 80230
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❑ Return Receipt (hardcopy) $
❑ Return Receipt (electronic) $
['Certified Mali Restricted Delivery $
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❑ Adult Signature Restnoted Delivery $
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Sonl To
CLASSEN, GLORIA GONZALEZ &
SlraolandAjif.ILro, ROBERT SETH UNIT A
786 CASTLE VALLEY BLVD,
.-64;:.61.67:2112.4:4w. NEW CASTLE, CO 81647
PS Fol m 3800, April 2015 PSN 7 o•n7-:7n-no97 See Reverse for Instructions
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U.S. Postal Servicer''
CERTIFIED MAIL° RECEIPT
Domestic Moil Only
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Slioaiimd ... COLE R BRUCE & EVELYN L
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❑ Return Receipt (electronic) $
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Sent m
COLLINS, JASON
0144 SAGE MEADOWS ROAD
Sirdal.thi ijinGLENWOOD SPRINGS, CO 81601
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fly, $Iola 21,4-4s
PS Form 3000, April 2015 PSN /5 U. uu ail 117 See Reverse tor lostrooIIens
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— CONNOR, A e M B RACHEL
6244 SUN KING DR
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PS Form 3800, April 2015 PSN 7530.02.000.1047
ate Items 1 2 and 3.
address on the reverse
the card to you.
back of the mallpiece,
poi mits.
See Reverse for liislruclioir.
COMPLETE THIS SECTION ON DELIVERY
Id 3.
dress on the reverse
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pack of the mallplece,
permits.
& RACHEL
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IIIIIIIIIIIIIIHIII
3 6132 0254 62
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0000 7 5 6 2 9438 IUVaiI Restricted Delivery
; PS Form 3811, July 2015 PSN 7530-02-000-9053
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CERTIFIED MAIL° RECEIPT
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•Certffi Map Fee
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O Adult Signalwo Restricted Delivery $
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Slieel aarlllpf. No., orlut313i CONRAD, LAWRENCE LIVING
TRUST
•t16; 3993 ROLINAS PLACE
DISCOVERY BAY, CA 94505
PS Form 3800, April 2015 P511 45;1,1-02.200.1i47
IN Roverso for Inutrucllons
2710 0000 7562 9452
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A. S
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❑ Addressee
C. Date of r:=Huai
D. Is delivery address different from Item 17 0 Yee
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3. Service Type
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0 Adult Signature Restricted Delivery
0 Certified Maller
❑
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rl Insured Malt
0000 7562 9445 G r Restricted Delivery
15 PSN 7530-02-000-9053
U.S. Postal Service"'
CERTIFIED MAIL® RECEIPT
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Carolled Moil Foo
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Ssnl To
CORKERY, CONOR KENNE DY
617 PENNY LANE
Siinol iaFrdrTpi: F CEDAR PARK, TX 78613
tify,'S7a7o, '21/5+4
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PS Form 3800, April 2015 P074 7700-02.0n0.000/ See Reverse for Instructions
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KENNEDY
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❑ Priority Mall Exprosse
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❑ Roplsterrd Mall Restricted
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0 Heturn noceipt for
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0 Signature Conflrmatlonim
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COMPLETE THro SECTION ON DELIVERY
B, Received
r'1
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• cite-c,
different
D If YES, enter deelivery addr
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7016 2710 0000 7562
U.S. Postal Service""
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
Fordellsory informalium visit our website at wwW.ttepS,Calrl'.
Certified Mall Fee -
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❑ Return Receipt (electronic) $
❑ Certified Mall Restricted Delivery $
❑Adult Signature Required $
0 Adult Signature Reatrloted cowry IS
Postage
total Paalrssle and teas
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.seal To CRBI22 LLC
Siniul onilajiL'Nn„ nrI'lf 1001 GRAND AVENUE SUITE 201
GLENWOOD SPRINGS, CO 81601
My,'34nro, $JFt+de
PS Form 3800, April 2015 PSN 7580.0.2-00.,C 7
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U.S. Postal Service'"'
CERTIFIED MAIL® R
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•
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l*1r8S0rv2ce •u$`T sn(cax•ekba..ariaPoaa1 vilearall
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❑ Return Reoolpt (eieeironio) $
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❑Adult Signature Required S .
(�Ma S1geolere ReSticled owner $
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Suers To
CROCKER, DAMON
Sfeia uirdr►pt: Nu PO BOX 702
CARBONDALE, CO 81623
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',HS SECTION
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dress on the reverse
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lack of the mallpiece,
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COMPLETE THIS SECTION ON DELIVERY
B. Received by (Printed
Agent
CI Addressee
ate of Delivery
E SUITE 201
;S, CO 81601
181112111°112111,11J13111
13
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0
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❑ Adult Signature Restricted Delivery
❑ Certified Mall®
❑ Certified Mall Restricted Delivery
❑ Collect on Delivery
❑ Collect on Delivery Restricted Delivery
n Irra..r+ui Mali
PS Form 3811, July 2015 PSN 7530-02-000-9053
PS Form 3800, April 2015 PSN n,3(1 -r2-000 9047
SENDER: COMPLETE THIS SECTION
et Complete Items 1, 2, and 3.
• Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mafpiece,
or on the front If space permits.
1. Article Addressed to:
CROCKER, DAMON
PO BOX 702
CARBONDALE, CO 81623
111111111111 111111111111111111111111111111
❑ Priority Mill Express®
0 Registered Marl
❑ Registered Mall Restricted
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11 I : dDTivory address different from Item ? 0 Yes
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3. Service lype
❑ Adutt Signature
❑ Adult Signature Restricted Delivery
0 Certified Male
9590 9402 2(363 6132 0255 09 Li Certified Mall Restricted Delivery
❑ Collect on Delivery
`- ❑ Collect on Delivery Restricted Delivery
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7 016 2 710 0000 7562 9476 Restricted Delivery
PS Form 3811, July 2015 PSN 7530-02-000-9053
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7016 2710 0000 7562
U.S. Postal Servicer"'
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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iStalllle IMall Fee
bttra Services & Fees (check box, adl ha)09 roprepdailq
i3as= Rocelpt (hardcopy) 9
❑ Return Receipt (electronic) $
❑ Certified Mall Restricted Delivery $
0 Adult Signature Required $
❑Adult Signature Restricted Delivery $
Postage
Toile Postage and Pees
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sant To CROWLEY, WILLIAM & KARI
$lioi+l riirrfrAjir:
Vo., or 0251 WOOD NYMPH LANE
GLENWOOD SPRINGS, Co 81801
r]Pf
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PS Fore 3800, April 2015 PSN 755o-02-,cn pwv
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0 Priority Mali L•'%pr63s'e
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13 Reflgglaterud Malt Resutcicd
Dueiy
13 Relum Receipt for
Merchandise
❑ Signature Ccntirmnnontra
❑ signature Confirmation
Restricted Delivery
Domestic Return Receipt
•
U.S. Postal Service"
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
For delivery Inforrnnt[an. vlelt our webeito at wtvw,usps.ccone.
Certified Mall Fee
xuO SA cos & •uua katx>t+rew odd tea ss epAgtprlah•i
{] Retum Receipt (hardcopy) $
❑ Return Receipt (eleolmnlc) 5
['Certified Mall Restricted Delivery 5
❑ Adult Signature Required $
QAdutt Signature Reatrteled Delivery $
Poe
Tarot Potrrago and Pace
8
SW 70
DEROSE LORETTA
730 EAST DURANT
Siic8laiidApr. i b. rASPEN, CO 81611
Postmark
Here
PS Form 3800, April 201h PSN 7r304z-1:o0-1047 See Reverse roi histruchers
DEROSE, LORETTA
• 730 EAST DURANT<c
ASPEN, CO 81611
•
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SENDER: COMPLETE THIS SECTION
U.S. Postal Service""
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
For dellvelV intormation, visit our website at Ivtvtv.USps,com`.
t7u ettMiiFoo
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❑ Return Receipt (electronic) $
['Certified Melt Restricted Delivery $
Adult$lanelure Rectum! $
Qmoot J.'0 uoe Restricted Detvery $
Postage
Tet tl POetAge r FeOJ
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Here
DOLMAR DEVELOPMENT, INC
270 SAM GRANGE COURT
Sii6vi nrrJApr: F CARBONDALE. CO 81623
6W, £cilia''IP'*
P5 Farr rt 3800. April 1..016 t'SN rr;;lutre.oWarWr
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on the reverse
d to You.
of the ma1tpleee,
IIts.
VT, INC
IRT
R3
111111111111111111
32 0255 47
COMPLETE THIS SECTION ON DELIVERY
A. Sign: 0
]
B. Received by (Printed Name)
IJC i �. C1 Yes
D. le delivery address different from Item 1? Vo
If YES, ender delivery address below,
Agent
0 Addressl
C.3/t2 2-111
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100 7562 9513
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7E116 2710 0000 7562 9520
U.S. Postal Service"''
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
For delivery information, Weil our wdbslte at WWlvAraps.GQA1".
Certified MallFee
Extra Servlceri ees frrrack box, dddroe of opAroPfrati
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❑ Retum Receipt (electronic) S
❑ Certified Mall Restricted Delivery $
p Adult S'guetura Recalled S
❑ Adan Signature Restricted Detlrery $
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S
5t Postage and Fees
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DOOLEN, DAVID J & DENISE D
Siroai an:143f. Ivo., orPt 3838 COUNTY ROAD 243
NEW CASTLE, CO 0
211/4:V.
PS Forni 3800, April 2015 PSN ase, ez.wm.anlr
See Reverse for Inst) mimes
S SECTION
3.
9ss on the reverse
card to you.
:k of the mailplece,
rmits.
)ENISE D
243
1111111111111 1I54 III
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COMPLETE THIS SECTION ON DELIVERY
/°l SI line
X Sif/-7(
B. Received b 01:Wnted Name)
•
v
❑ Agent
0 Addresses
C. Date of Delivery
D. Is delivery address different from kt._
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i7-4NNYes
21
2017 J\
3. Service Type
0 Adult Signature
❑ Adult Signature Restricted Delivery
0 Certified Matte
❑ Cerileed Mall Restricted DoHvory
❑ Collect on Delivery
0 Collett on Delivery Restricted Delivery
J00 7562 9520 AailRestrictedDelivery
PS Form 331 1, July 2015 PSN 7530-02-000-9053
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rraorand ill 7Uri.;'245 WOODRUFF ROAD
GLENWOOD SPRINGS, CO 81601
Mr, Stara, 2IPs4
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DUNN, ROBERT
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ERIE, CO 80518
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7016 2710 0000 7562 9612
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CERTIFIED MAIL® RECEIPT
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END -IRA, INC
Sims! And' NiiL7u1349 LEXINGTON AVENUE 4D
NEW YORK, NY 10128
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PS form 3000, April 2015 PSN 75uu-u2-ouo-.9047
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ENO -IRA, INC
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7863 FRYING PAN ROAD
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MONICA RENEE
iiiditlkii(Kar..V.:44 SAGE MEADOW ROAD
GLEN/WOOD SPRINGS, CO 81601
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1111 1111111 1111 1111 III
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1231 ELK SPRINGS DRIVE
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Sentra FISHER, ROBERIP'es44gyl,,g
Tioolifiri jii WA..
A310 STANFORD STREET
HEVY CHASE, MD 20815
t16,. 81iitiip, Brice
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FITZWILLIAMS. SCOTT G & L
48 CRESCENT PLACE
S<reai°1d' f fry' GLENWOOD SPRINGS, CO 8
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PS Form 3800, April 2015 PSN 7530 02.000-9047
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II32IIIIII98644 0III 1111118 III
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COMPLETE THIS SECTION ON DELIVERY
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SENDER: COMPLETE THIS SECTION
COMPLE'E IHIS SECTION ON DELIVERY
• Complete Items 1, 2, and 3.
• Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mallpieae,
or on the front if space permits.
1. Article Addressed to:
FITZWILLIAMS, SCOTT G & LISA A
48 CRESCENT PLACE
GLENWOOD SPRINGS, CO 81601
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
9590 9402 1497 5329 8644 15
2. Article Number. (Transfer from 501V1C0 label)
7016 2710 0000 7562 9711
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U.S. Postal Servicer"'
CERTIFIED MAIL° RECEIPT
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U.S. Postal Service"
CERTIFIED MAIL° RECEIPT
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PS Form 3800, April 2015 PON MN 02.FOu 9047 See Reverse for Instructions
7016 2710 0000 7562 9742
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CERTIFIED MAIL° RECEIPT
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SAN DIEGO, CA 92127
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CERTIFIED MAIL° RECEIPT
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COMHLE1E THIS SECTION UN DEL IVEHY
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U.S. Postal Service'
CERTIFIED MAIL° RECEIPT
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PO BOX 1692
CrYy'3lir7n, 2iNLENWOOD SPRINGS, CO 81602
PS Form 3800, April 2015 PSra 75:fu-i
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(ELLE S & FRANK L
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COMPLETE 11 -IIS SEC7IUN ON DELIVEIIY
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GLENWOOD SPRINGS, CO 81801
PS Form 3800, April 2015 r SN 7530 -o2 -vv -4047 See Reverse for Instructions
U.S. Postal Service -
CERTIFIED MAIL° RECEIPT
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HAUSER, CARRIE BESNETTE &
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79 ELFIN PLACE
6.Siy, "6; f1F443.-' --GLENWOOD SPRINGS, CO 81601
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HAYES, PAULI JEANNE
3ii�1aiilnilApi iifd.;A80 PINION POINT
GLENWOOD SPRINGS, CO 01601
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Sant 713 MENDERMN:CAROL P
21 BRISTOL VIEW DRIVE
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HOOKER, NANCY M & JAMES N
Sirvoiaitimii No;401 WOOD NYMPTH LANE
GLENWOOD SPRINGS, CO 81601
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INSI:UNE, SUSAN J & APPLL tS
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491 ELK SPRINGS DRIVE
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PS Form 3800, April 2015 I SN 75a7-02-uun•n04'
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CERTIFIED MAIL® RECEIPT
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Soot TO JOHNSON, SUSAN
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132 MONARCH ROAD
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PS Form 3811, July 2015 PSN 7530-02-000-9053
U.S. Postal Service'
CERTIFIED MAIL® RECEIPT
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PS -Form 3811, July 2015 PSN 7530.02-000-0053
U.S. Postal Service
CERTIFIED MAIL° RECEIPT
Domestic Mail Only
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CERTIFIED MAIL° RECEIPT
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CERTIFIED MAIL° RECEIPT
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'YCE A AS TRUSTEE
A REVOCABLE
5/18/200
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1111111111 1IIII 111 III
COMPLETE THIS SECTION ON DELIVERY
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PS Form 3811, July 2015 PSN 7530.02-000-9053
U.S. Postal Servicer'"
CERTIFIED MAIL® RECEIPT
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Sent TO KELLY, J4NWAN M & HEATHER
614in)miilhvi'No '1? -115'.' h 1816 ELK SPRINGS DRIVE
GLENWOOD SPRINGS. CO 81601
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AN M & HEATHER R
3S DRIVE
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U.S. Postal Service`""
CERTIFIED MAIL° RECEIPT
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GLENW00D SPRINGS, CO 81801
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PS Forni 3800, April 2015 PSN 700 02-0o11-9047
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'SIS SECTION
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back of the mallplece,
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KLIMAS,
fGS, CO 81601
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CERTIFIED MAIL® RECEIPT
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REVOCABLE
102 RESTATED
LANE
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Sant re KHUESEN, RONALD & ABBIE M
1421 ELK SPRINGS DRIVE
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CERTIFIED MAIL° RECEIPT
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CARBONDALE, CO 81623
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CERTIFIED MAIL° RECEIPT
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81601 KULWlEO, KENNETH J &
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0185 MONARCH ROAD
GLENWOOD SPRINGS, CO 0
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& ELIZABETH
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CERTIFIED MAIL° RECEIPT
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KURPASKA, BARBARA
tuner nnd7ipl ftira or ifF7iux h" • 14718 IL ROUTE 76
CALEDONIA, IL 61011
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PS Form 3800. AprIi ?l115 PSurr ,5l . 1.1t1u•7los+
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U.S. Postal Servicer'"
CERTIFIED MAIL® RECEIPT
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LAW& JHIN F.Y B. & DAVID W
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RIFLE, CO 81650
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PS Form 3800, April 2015 PSN 7530-I12iiuU Gera
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CUMPLFTF PHIS SCTION ON UtLIVERY
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C. Date of Delivery
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CERTIFIED MAIL° RECEIPT
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LEVINE, FEYHAN
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CRESTONE, CO 811310522
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111310522
c'orv,f't_t TE r'HIS SECTION ON QELIVFHY
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livirliiriil J,jtIQ wpOsLRIMONGELLI, JEFFREY F & DIANA
C51y"atnTi�TI Te 574 ESCALANTE ROAD
CARBONDALE, CO 81623
PS Form 3800, April 2015 PSN 76:10.02•1)nu43847
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HOMEOWNERSASSOCIATION
2929 COUNTY ROAD 114
GLENWOOD SPRINGS. CO 81601
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LOT mieeterre R & FISHER,
time li:i dApf. Flo., or pm JAMES N JR
PO BOX 2164
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PS Form 3800, Ani 2015 F'1_40743e•czer0- ' See Reverse for inWee all or :
U.S. Postal Servicer"'
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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LUCIANO, MARY S
Sirriili arrafApf. 0660„ tit P21 PO BOX 726
BASALT, CO 81621
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PS Form 3800, April 2015 PSN 7[,:1o. 1,2 -0 -Du 9u47
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COMPLETE rHlS SE.;77C'N UN DELIVERY
& FISHER,
S, CO 81601
111111111111111111
29 8625 27
aervlee 1abUJ
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CUMPLE7E fHIS SECTION ON DELIVERY
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PSN 7530-02-000-9053
Domestic Return Receipt _
U.S, Postal Service'
CERTIFIED MAIL° RECEIPT
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0 YES. enter'de8very tiddress below: JJ No
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SENDER: COMPLETE THIS SECTION
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1. Article Addressed to: —
MACQUEEN, STEPHEN T & DEBRA A
19166 PEALE LANE
LEESBURG, VA 20175
Postage
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PS Form 3800, April 2015 PSN ro.9o4'
7016 2710 0000 7558 6632
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CERTIFIED MAIL® RECEIPT
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4rroormulllpf, i(Io, orpS73wti 2781 SOUTH HOLMAN COURT
LAKEWOOD, CO 80228
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600047 MONARCH ROAD
GLENW0OD SPRINGS, CO 8180/
Oli:'S`ririlir 21(1+44
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1155 ELK SPRINGS DRIVE
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0144' GLENWOOD SPRINGS, CO 81601
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3S, CO 81601
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?SN 7530.02-000.9053
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PS Form 3811, July 2015 PSN 7530.02-000-9053
U.S. Postal Servicer"''
CERTIFIED MAIL® RECEIPT
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MOXARY, GARY FRANK &
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23 WOOD NYMPH LANE
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$rrdulnrrdApt Na, ori�tfi9oirlJo,100 CLIFFROSE WAY
GLENWOOD SPRINGS, CO 81601
City, S`/arB: 21i4a0
PS Form 3800, April 2015 PSN 7530 02-000.9047
See Reverse for Instruction,
U.S. Postal Service °
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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NUNAMAR; V{lRE Ems&
;41raril iiiiiiiiiif,'fdo., orKATHY P
2439 aRIXTON ROAD
4`iiy,'�Iirfa; 31F'+di COLUMBUS. OH 43221
PS Form 3800, April 2015 PSN 75riu•5 0U(1-9047
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CUNIPLE'TE THIS SECTION ON DLLIVLRY
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GS, CO 81601
11111111111111111
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PS Form 3800, April 2915 PSN �sauuanuuuua�
See Reverse for Instructions
THIS SECTION
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;;UMPLEFE I HIS SECTION ON DELIVERY
REV. TRUST &
1 REV. TRUST
DRIVE
NGS, CO 81601
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0000 7558 6816
PS Form 3811, July2015 PSN 7530.02.000.9053
U.S. Postal Servicer"
CERTIFIED MAIL® RECEIPT
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GLENWOOD SPRINGS, CO 0
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PS Form 3811, July 2015 PSN 7530-02-000-9053
— „mese Kems 1, 2, and 3.
U.S. Postal Service"'
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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OLEKSY, MARIAN & MARIA
uSii4o1 airilAti1 itio., orlstlMITRUSTEES OLEKSY FAMILY
TRUST 10/25/11
ifs $luta .1f+ii.41574 SAN FERNANDO DRIVE
PS Form 3800, April 2015 PSN IGUu•u2-auu-su47
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MARIA
'AMILY TRUST
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DUEL &
3S, CO 81601
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329 8627 63
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U.S. Postal Service-
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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ORCUTT, KYLE E & SUSAN L
065 PINION DRIVE
Siiael orJrlllpr. Nil, orP7313oirNdGLENWOOo SPRINGS, CO 81601
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COMPLETE THIS SECTION ON DELIVERY
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SUSAN L
3S, CO 81601
See Reverse for Instructions
111111IIIII IIII 1111
129 8627 70
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000 7558 68
SN 7530-02-000-9053
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COMPLETE I HIS SECTION ON DELIVERY
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C. Date of Delivery
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Ms SECTION
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.YNTHIA L
IGS, CO 81601
111111 11111 IIIIIIIII
$329 8627 94
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0000 7558 6878 rials Restricted Delivery
COMF'LE I E I HIS SI_CTIUN UN DELIVERY
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PSForm3811, July 2015 PSN 7530-02-000.9053
SENDER: COMPLETE rHls SECTION
U.S. Postal Service`'
CERTIFIED MAIL° RECEIPT
Domestic Mail Only
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711 CARLOTTA COURT
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PS F0(1113800, April 2015 PSN 7we 02-, L'u-1+c47
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i HELAN, MARJORIE ANN &
5iiud} Apf Ara,orVoii7+ly: FOERSTER, ERIC ERNEST
260 WOODRUFF ROAD
�`,r1ys &?xM, EMT( 3LENWOOD SPRINGS, CO 81801
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ANN &
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3. Serirlce Type
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50 JUNIPER HILL LN
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r.
S SECTION
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card to you.
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& CHARLENE M
4S, CO 81601
1111111 11111111111
129 8628 24
COMPLETE THIS SECTioN ON DELIVERY
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000 7558 6908
; PS Form 381 t July 2015 PSN 7530.02-000-9653
U.S. Postal Service'"
CERTIFIED MAIL° RECEIPT
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1. Article Addressed to:
ROSSOV, TYLER C
1512 MOUNTAIN DRIVE
GLENWOOD SPRINGS, CO 81601
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PS Form 3811, July 2015 PSN 7530-02.000.9053
U.S. Postal Service"
CERTIFIED MAIL° RECEIPT
Domestic Mail Only
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'arrow arrrfifiXf4„ dr'i3UWii '867 ELK SPRINGS DRIVE
GLENWOOD SPRINGS, CO 81601
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LI TLETON, CO 80122
694;' gate, 2114-4
PS Form 3800, April 2015 PSN 753o-uz-uuu•9ug7 See Reverse lor Instructions
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back of the mailplece,
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LORD CIRCLE
0122
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5329 8632 65
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U.S. Postal Service'
CERTIFIED MAIL° RECEIPT
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CERTIFIED MAIL° RECEIPT
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!NUM, I.:11H11Ltb J iG KAHtN LEE
Siioeit orii!%Ipr:lJa., a Suir'No: 41 ELFIN PLACE
GLENWOOD SPRINGS, CO 81801
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P5 Form 3000, April 2015 Psei 7a ,.,;;,,nei +w7
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I & KAREN LEE
VGS, CO 81601
1131J191118!11131,116111 (II I 9
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U.S. Postal Service"'
CERTIFIED MAIL° RECEIPT
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Sec Reverse for Instructions
SENDER. COMPLETE THIS SEC I ION
U.S. Postal Service"
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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ASPEN, CO 81611
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720 WOOD NYMPH LANE
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CERTIFIED MAIL® RECEIPT
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back of the mallplece,
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PAIN DRIVE
4GS, CO 81601
11111111 11111111111
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P5 Form 3811, July 2015 PSN 7530-02-000.9b53
U.S. Postal Servicer"
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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226 S 2ND STREET
CARBONDALE, CO 81623
Domestic Return Receipt
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Sec Reverse for Instructions
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CERTIFIED MAIL® RECEIPT
Domestic Mail Only
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❑Iln,urn Receipt (ha,doopy) S AP
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243 CRESANT LANE
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PS Form 3800, AprIl 2015 PSN 7530 u2 -030-9u47 See Reverse for Instruclions
U.S. Postal Service""
CERTIFIED MAIL® RECEIPT
Domestic Mail Only
For delivery informalion, visit our website at www.uspS,com
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COMPLare INIs secrloN uN UELIVEHY
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SN 7530-02-000-9053
HIS SECTION
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back of the mallpiece,
permits.
CHAEL &
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JGS, CO 81601
11111111111111111111
,329 8633 40
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CONIF'LE)L THIS sEcrloN ON ULLIVEHY
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by }ed arae C. Date of Delivery
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PSN 7530-02-000-9053
1 -IIS SECTION
lid 3.
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:back of the mailpiece,
permits.
II C & ANNETTE M
1111111111111111111111
Domestic Return Receipt
CUMPLEIL THIS SECTION ON DELIVERY
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by (Printed Nemo)
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C. Date of Delivery
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Karp_Neu_Han1an-
201 14th Street, Suite 200
P.O. Drawer 2030
Glenwood Springs, CO 81602
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David Pesnichak
From: Paul & Carlota Klimas <paulota@sopris.net>
Sent: Thursday, March 09, 2017 8:00 AM
To: David Pesnichak
Subject: Pinyon Mesa Minor Amendment Request
1
1
EXHIBIT
To whom it may concern:
We are residents of Elk Springs, a Pinyon Mesa neighboring residential development. We object to the Pinyon Mesa
Homeowners Association requested Minor Amendment to the Los Amigos PUD to exclude below -grade basements from
the calculation for Floor Area within the High Density Single Family Zone District. Relative to the homes in Elk Springs,
current homes in Pinyon Mesa are in close proximity to one another and intuitively are already sufficiently "high
density." Granting this proposed amendment would likely allow the Floor Area maximum to increase by approximately
50% (assuming a two-story above grade construction and a full basement.) This 50% increase in Floor Area could then
be accompanied by a corresponding 50% increase in home personnel occupancy. We believe that this would be
detrimental to the overall well-being of both the Pinyon Mesa and Elk Springs communities, as well as contrary to the
intentions of the original planners of the PUD and the Garfield County officials that authorized that PUD. We recommend
denying this request.
Respectfully,
Paul and Carlota Klimas
56 Pinon Drive
Elk Springs
1
David Pesnichak
EXHIBIT
From: kingswood7@aol.com
Sent: Thursday, March 09, 2017 5:24 PM
To: David Pesnichak
Cc: evelynlcole@yahoo.com; brandon@ruddconstruction.com; carbfirel@gmail.com;
mbminion@gmail.com; gboyd@baldmountainllc.com
Subject: Re: Pinyon Mesa and Los Amigos Ranch PUD
Thanks, Dave:
Regarding the Notice list, it might be a good idea to vet it with the HOA before re -
sending Notices. Our Property Manager is Fleisher Realty in Carbondale. They also
manage Pinyon Mesa.
Evelyn Cole is President of our HOA and I am copying her here. Also, other Board
Members for their information.
With further regard to the water situation, Elk Springs HOA is contractually committed to
provide up to 1.4 million gallons of water per month as a "Monthly Basic Allotment to
Pinyon Mesa. This is substantially above your planning estimate of 350 gallons per day
per household (which would be about 840,000 gallons per month for the 80
houses). Supplemental water is to be supplied (at substantially higher per unit rates) if
it is available. I am concerned that an approved increase in living space will result in
higher occupant densities and higher per household water usage. With less than a
quarter of Pinyon Mesa built out and occupied, monthly water usage last year was
already above 800,000 gallons per month in June and July. At full build out of the PUD
and Elk Mesa, an engineering study of overall water capacity indicated that Elk Springs
HOA would have negligible excess capacity and, therefore, negligible water available for
supplemental use within Elk Springs, the PUD and for Elk Mesa.
Along with the water concern, I share other HOA Members' concerns that higher square
footage built out at Pinyon Mesa will lead to increased traffic, noise, sanitation district
burden, etc..
Rob Sweikert
0055 Gossamer Road
Glenwood Springs, Colorado 81601
970 930 5889
Original Message
From: David Pesnichak <dpesnichak@garfield-county.com>
To: kingswood7 <kingswood7@aol.com>
Sent: Thu, Mar 9, 2017 4:54 pm
Subject: RE: Pinyon Mesa and Los Amigos Ranch PUD
1
Garfield County Administration
108 8th st.
Ste. 401
Glenwood Springs CO 81601
Re: Amendment to Pinon Sub Phase 1&2
MAR 1 4 2011
EXHIBIT
To whom it may concern
I am a homeowner in the Elk Springs Ranch subdivision; I have lived here for 19 years. I have
seen the significant growth of the valley in that time. I did not oppose the introduction of the
original Pinon Mesa subdivision nor did I oppose the introduction of phase 1&2 when it was
released but I do oppose the modification of the rules regarding the omission of a basement
while retaining the same square footage allowed by the subdivision. I can attest to the difficulty
of digging a basement in the basalt formations typical to this area, house on slab or with a crawl
space makes construction more feasible. However, the allowance of 3294 sq ft. homes within a
high density neighborhood seems excessive. lithe original plan where basements were
proposed, would result in a probable above grade average square footage of about 2294. This
seems like a reasonable sized house even in a high density neighborhood. Besides the eyesore
of these huge houses, it also suggests a higher number of individuals living in the house, read
higher density of AUTOMOBILES. The two roads that access this area are Colo. Rd 114 and Colo.
road 110. Road 110 is a narrow road with twists and turns and has steep drop offs requiring
people to slow down and drive carefully. They do not follow this recommendation. Colo. road
114 gets the bulk of traffic. Because of its steepness it is difficult for some cars to climb it in the
winter causing wrecks and bottlenecks. Automobile density on 114 Rd. has climbed
dramatically due to the CMC campus and development further up the valley.
I urge you to reject the modification to the existing size and layout requirement for this
subdivision
Sincerely
Philip Maass - lM&<L(
485 Pinon Pt
Glenwood Springs CO 81601
David Pesnichak
From: Harriet and Tom Wenzel <h.wenzel@comcast.net>
Sent: Wednesday, March 22, 2017 2:34 PM
To: David Pesnichak
Subject: Fw: Garfield County Community Development
From: Harriet and Tom Wenzel
Sent: Wednesday, March 22, 2017 2:00 PM
To: dpesnichak( garfieldco.com
Subject: Garfield County Community Development
EXHIBIT
la
David,
I am voicing my concerns in regards to the request for a minor amendment to the Los Amigos PUD, in
particular regarding Pinion Mesa Sub Phase 1 and 2 to exclude below grade basements from the calculation
for the floor area. File # PUAA-01-17-8513 the allowed floor area is now 3,294 square feet calculating square
feet on all levels including below grade. This amendment could result in a potential livable square footage of
up to 6,588 square feet.
We own Lot #1, Filing 9 in Elk Springs. This amendment will most definitely devalue lots in Elk Springs even
further than what they have experienced in the last few years.
I do not support this amendment if it allow daylight basements, sleeping quarters, or ingress and egress.
Thank you for your consideration.
Tom Wenzel
1
OS 4".
as P,rD - l 98/
Use
P.U.D. ZONE PLAN MAP
Acreage
Residential Total 934
Single Family Total B41
Low Density 531
Rural Density 310
.Townhouse a
Multi -Family 65
Recreation/Greenbelt/Open Space 173
School Sue
Commercial Site
Roads
Agricul lure
SUBTOTAL
Slopes 50% •
TOTAL
3
50
890
2074
132
2206
Units
423
163
160
3
56
20
LOS AMIGOS
RANCH
SPRING VALLEY GARFIELD
Resource Management In
P.O. 11536
COUNTY, COLO.
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MAY 1981
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494584 B-982 P-103 06/18/96 10:34A PG 1 OF 14 REC DOC NOT
MILDRED ALSDORF GARFIELD COUNTY CLERK AND RECORDER 0.00
STATE OF COLORADO )
COUNTY OF GARFIELD )_
At a regular meeting of the Board of County Commissioners for Garfield County, Colorado,
held at the Courthouse in Glenwood Springs on M o n d a y , the 17 t May of June , 1996,
there were present:
Marian I. Smith, Commissioner/Chairman
Arnold L. Mackley, Commissioner
Eime(Bucky)-Arbaney, Commissioner
Don D. DeFord, County Attorney
Mildred Alsdorf; Clerk to the Board
The following proceedings, among others, were had and done, to -wit:
RESOLUTION NO 96- 34
A RESOLUTION CONCERNING APPROVAL OF THE LOS AMIGOS RANCH
PARTNERSHIP APPLICATION FOR AMENDMENT TO THE LOS AMIGOS RANCH
PLANNED UNIT DEVELOPMENT ZONE TEXT, PUD PLAN AND DEVELOPMENT
PLAN
WHEREAS, the Los Amigos Ranch Partnership (Hereinafter sometimes "Applicant") is the
owner ofa parcel of land located in Garfield County, Colorado which pursuant to Board of County
Commissioner Resolution No. 81-358 is presently zoned as a planned unit development.
WHEREAS, the Los Amigos Ranch Partnership has filed an Application with the Board of
County Commissioners of Garfield County, Colorado, for approval of amendment to the Los Amigos
Ranch Planned Unit Development Zone Text and Planned Unit Development Plan (Hereinafter
sometimes, "Application");
WHEREAS, the Board of County Commissioners has now considered that Application.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF GARFIELD COUNTY, COLORADO, that based upon the evidence, sworn
testimony, exhibits, study of the comprehensive plan for the unincorporated areas of Garfield County,
comments from Garfield County Department of Regulatory Offices and Personnel, and the Garfield
County Planning Commission and comments from all interested parties, this Board enters the
following findings and conclusions:
/03
EXHIBIT
13
494584 B-982 P-104 06/18/96 10:34A PG 2 OF 14
FINDINGS
1. Applicant's application was filed with the Regulatory Offices and Personnel
Department of Garfield County on February 12, 1996, and referred to the Planning Commission on
February 26, 1996.
2. The Garfield County Planning Commission reviewed the Application and
recommended approval of the Application under certain conditions on March 13, 1996.
3. The Board of County Commissioners established a date for public hearing an the
Application for PUD plan and text amendment and the vesting of the development rights per §24-
68-103, C.R.S., as amended, which commenced on April 15, 1996 at 5 o'clock p.m. and was
thereafter properly continued to May 6, 1996 at 12 o'clock p.m. and May 20, 1996 at 2 o'clock.
4. Pursuant to evidence produced at the public hearing on this Application, the Board
FINDS:
(a) The property owners adjacent to the property that is the subject of this
Application received notification of the date, time and location of the above -referenced public
hearing by certified mail, sent at least fifteen (15) days prior to the commencement of the
hearing;
(b) Notification of the public hearing was published in a newspaper of general
circulation at least thirty (30) days prior to the commencement of the hearing;
(c) The substance of the mailed and published notification substantially informed
interested parties of the subject matter and location of the requested modification to existing
zoning and PUD plan;
(d) The Board of County Commissioners has jurisdiction to conduct the public
hearing on the Application and render a decision thereon.
(e) The requested modifications to the PUD plan are consistent with the efficient
development and preservation of the entire PUD, do not affect ':n a substantially adverse
manner either the enjoyment of land abutting upon or across a street from the PUD, or the
public interest, and are not granted solely to confer a special benefit upon any person.
5. The hearing before the Board was extensive and complete, all pertinent facts, matters
and issues were submitted and all interested parties were heard at the hearing.
2
494584 8-982 P-105 06/18/96 10:34A PG 3 OF 14
6. Pursuant to §4.02 of the Garfield County Zoning Resolution of 1978, as amended:
(a) The PUD will provide necessary commercial and recreational facilities
conveniently located to housing;
(b) The PUD zone district text and map direct the dwelling type, density, and open
space in a manner consistent with existing zoning laws;
(c) The PUD provides a variety of housing types and a layout allowing for open
space ancillary to the building;
(d). The PUD will provide for the transfer of ownership and control of thewater
distribution systems, water and water rights to the Los Amigos Ranch Homeowners
Association, Inc..
(e) The PUD will provide for the payment of a road impact fee sufficient to offset
the traffic burdens imposed instant to the development.
(f) The PUD developed to its full extent will result in an increased assessed
valuation of the property;
(g) The PUD process was used to develop a plan which preserves the site's
agricultural land and maintains the scenic quality of those portions of the site exposed to
public view;
(h) The PUD will be developed in phased preliminary plan and final plat
applications submitted in accordance with the phasing schedule set forth herein at paragraph
17 of the conditions of approval.
7. The PUD as conditioned herein and in accordance with §4.04 of the Garfield County
Zoning Resolution of 1978, as amended, and §24-67-105(1), C.R.S., as amended, is in general
conformity with the Garfield County Comprehensive Plan.
8, Pursuant to §4.07.01 of the Garfield County Zoning Resolution of 1978, as amended,
the Board of County Commissioners herein find that subject to strict compliance with the conditions
set forth herein, the Los Amigos Ranch Planned Unit Development will meet the standards and
requirements of §4.00, glseg. of that Zoning Resolution.
3
494584 B-982 P-106 06/18/96 10:34A PG 4 OF 14
9. Subject to the conditions set forth herein, the PUD meets the requirements of §4.07.03
of the Garfield County Zoning Resolution of 1978, as amended, as follows:
(a) The PUD has an appropriate relationship to the surrounding area and all
unreasonable adverse effects on the surrounding area are minimized.
(b) The PUD provides internal streets that are adequate for the traffic generated
and which provide adequate access for police and fire protection, safety, convenience and
separation from living areas.
(c) The PUD provides adequate parking for all proposed uses;
(d) The PUD provides common open space that is adequate for the usage of its
residents and which preserves both the natural features of the terrain and most productive
agricultural lands within the property.
(e) The PUD provides for a variety of housing types and the commercial facilities
necessary for the enjoyment of the development;
(f) The PUD through lot sizing, building set backs and architectural control
provides adequate privacy between the dwelling units.
(g) The PUD will allow clustering of development in some areas permitting the
creation of additional open space.
10. The overall density of the develcipment under the terms and conditions set forth herein
and pursuant to the provisions of §4 07.O6 of the (Garfield County Zoning Resolution of 1978, as
amended, will be no greater than four (4) dwelling units per acre
11. The PUD exceeds the minimum number of acres required for PUD size.
12. More than 25% of the PUD is devoted to common open space.
13. Under the terms and conditions set forth herein and pursuant to the PUD Development
Plan, the PUD demonstrates the location and total acreage for each proposed use, together with the
limitations on lot size and total density within each use.
14. Subject to the conditions set forth below all uses by right, conditional uses, minimum
lot areas, minimum lot coverage, minimum set -backs, maximum height of buildings and at other use
and occupancy restrictions applicable to this PUD are hereby approved by the Board of County
Commissioners as set forth in the zone text attached hereto and incorporated herein as Exhibit A.
4
494584 B-982 P-107- 06/18/96 1O:34A PG 5- OF- 14-
15. Pursuant to the provisions of §4.08.05 the Garfield County Zoning Resolution of
1978, as amended, the Applicant included in its written request for PUD rezoning all of the following;
(a) A statement of ownership interest and written consent of the property owners;
(b) a proposed plan indicating the maximum number of dwelling units, the
minimum acreage, dedicated open space, type of proposed uses and acreage devoted'to uses,
proposed major internal circulation system, the acreage dedicated to school sites or payment
in lieu thereof, the general location of commercial sites within the PUD, the manner in which
provision for water, sewer, telephone, electric and gas would exist and other necessary
restrictions sought by the Applicant;
(c) a regional location rnap showing the location of the proposed PUD in
relationship to connecting roads and Other public facilities;
(d) a site map indicating the boundaries of the PUD, its acreage, existing
structures and existing zoning;
(e)- a-site-topographic-map-with-5=foot-intervals;
(f) a legal description of the area included within the PUD;
(g) a written application setting forth the objectives to be achieved by the PUD,
a development schedule, which as modified below sets forth the beginning and completion
dates For construction, copies of covenants, conditions and restrictions, which have now been
amplified as set forth herein, a list of property owners within 300 feet of the boundaries of the
PUD, statement by a licensed engineer that provided information concerning the proposed
source of water to the P01), a proposed method of sewage treatment, and a general manner
in which provision would he made for potential natural hazards, including landslide areas, all
of which are subject to the conditions set forth herein.
16 The PtJD, subject to the conditions set forth herein, will be designed with the
consideration of the natural environment of the site and surrounding area, and will not unreasonably
destroy or displace wildlife, natural vegetation or unique features of the site.
17- Subject to the provisions of §4.08.06 of the Garfield County Zoning Resolution of
1978, as amended, the Board of County Commissioners find that no portion of the PUD conditionally
approved herein may be occupied until appropriate final plats have been approved by this Board.
5
494584 B-982 P-108 06/18/98 10:34A PG 6 OF 14
CONDITIONS OF APPROVAL
The foregoing Findings are specifically entered subject to the adoption of and strict
compliance with the conditions set forth -below. Such conditions are a -result of consideration of all -
evidence, including public comment.
ROAD IMPACTS
1. Applicant shall construct, consistent with Board of County Commissioner Resolution
No 92-091, as amended, a northbound left-hand turn lane at the intersection of County Road
114 and Los Amigos Drive, which is the main entry road into Los Amigos Ranch PUD. As
further conditions under this commitment, Applicant shall:
(A) Obtain all required approvals from the County to vacate and relocate those
portions of the County Road 114 right of way necessary for construction of the above
left-hand turn lane, which approvals will not be unreasonably withheld by the County.
(B) Complete construction of the above referenced left -turn lane shall be
completed by 9/1/97 or within the next construction season following completion of
legal proceedings and entry of final orders granting title the County or Applicant for
the subject right-of-way above referenced.
2. At the time of each Final Plat approval, a fee shall be paid to the County in such an
amount as shall be established by the Board pursuant to a road impact analysis to be accepted
by the County at the time of each Preliminary Plan approval. Such fee shall be assessed as
a per unit road impact fee based upon the estimated cost of two lane improvements to County
Road 114 from its intersection with the highway frontage road adjacent to Highway 82 to its
intersection with the entry road to Auburn Ridge housing project. The road impact analysis
accepted by the County above, as the same may be from time to time modified to reflect
current costs, shall be incorporated into all future analyses used by the County in quantifying
road impact fees in the County Road 114 corridor, Payment of said road impact fees, shall
be expressly conditioned upon the assessment by the County, at the time of Final Plat, of
proportionately equal road impact fees upon all subsequently developed properties accessed
in whole or part by County Road 114.
3. Paragraphs 1 and 2 set forth the full and complete obligation of the Applicant with
respect to improvements to County Road 114 for the complete development of Los Amigos
Ranch PUD as herein approved.
6
484584 B-982 P-109 06/18/96 10:34A PG 7 OF 14
DEDICATION OF ROADS
4. All roads contained within the Los Amigos Ranch PUD shall be dedicated to the
homeowner's associations which will utilize the same for access to its properties and upon
dedication, the respective homeowner's association shall thereafter be responsible for the
maintenance and care thereof. Applicant shall submit a plan to the County prior to
Preliminary Plan approval to privatize the roads within the Los Amigos Ranch PUD which
are presently dedicated to the Public use and the approvals sought herein by Applicant shall
not unreasonably be withheld by the County.
WASTEWATER
5 The (44) lots along "Road A" (Los Amigos Drive to the water tank) which could
potentially drain into the Spring Valley Aquifer, all lots along Los Amigos Drive that currently
lie within the Spring Valley Sanitation District, all lots depicted upon the PUD Plan as "High
Density" single family lots, and all lots depicted upon the PUD Plan as "Multi -Family" units
shall be serviced by central sewer provided by the Spring Valley Sanitation District. Given
the economic inefficiencies and impracticalities associated with extending and maintaining
central sewer service to the remaining westerly single family lots in the PUD, Applicant shall
be allowed to service said remaining lots with individual sewage disposal systems (ISDS),
subject to the following conditions:
(A) Applicant shall provide to the Board all information needed by the Board to
review the environmental and health impacts presented by ISDS service, which shall
also be forwarded to the Colorado Department of Health, Water Quality Control
Division for their review and recommendation.
(B) The Board finds that the Colorado Department of Health has made a favorable
recommendation regarding the proposed method of sewage disposal as required by
C R.S. 30-28-136(1)(g).
WATFR SUPPLY
6 In connection with each preliminary plat, the Applicant shall provide evidence that
there shall be available adequate water quantity and quality to serve the reasonably
foreseeable needs of the development within such preliminary plat.
7. In connection with the next succeeding preliminary plat for the Los Amigos Ranch
PUD, the Applicant shall set forth the proposed method for transferring legal ownership and
control of the water distribution facilities, water and water rights sufficient in quantity to
service the approved units (hereinafter collectively Water Distribution System) to the Los
7
494584 8-982 P-110 06/18/96 10:34A PG 8 OF 14
Amigos Ranch Homeowners Association, Inc. It is agreed that as a term and condition of
such method -oftransfer, the Applicant shall retain the right to -charge a•water-tap fee to initial
purchasers of lots that will receive water from the Water Distribution System; provided,
however, that such water tap fee on a per EQR basis, shall not exceed the Applicant's per
EQR cost (plus interest thereon) of constructing and installing the Water Distribution System,
including the cost of over sizing any elements of the Water Distribution System as may be
required to serve areas zoned multi -family or commercial . Upon the request of the'Courity,
the Applicant shall provide the County with evidence of the actual costs incurred by Applicant
in constructing and installing the facilities of the Water Distribution System.
UTILITIES
8. At the time of the applicable Preliminary Plan submittal, the applicant will submit to
the County a detailed Utility Plan that indicates the easement size and location for gas,
electric, and telephone. Wastewater and water treatment facilities, and drainage/erosion
control systems shall include line and facility sizing, in addition to the size and Location of
easements.
WILDLIFE IMPACTS, OPEN SPACE. AIR OUALIT'Y
9. One dog will be allowed for each residential unit. This requirement will be included
in the protective covenants, and will be enforced by the applicable homeowner's association.
10, Common open space areas shall be dedicated by the Applicant to the Los Amigos
Ranch Homeowner's Association in an amount that maintains a 50:50 ratio or greater,
dedicated open space to developed land. The dedication of open space shall coincide with
the approval of the applicable final plat.
11. No open hearth solid -fuel fireplaces will be allowed.
12. Dwelling units will be allowed an unrestricted number of natural gas -burning fireplaces
or appliances.
13. Dwelling units will be allowed one (1) new wood -burning stove as defined by C.R.S.
§ 25-7-401, et- seq, and the regulations promulgated thereunder.
B
494584 B-982 P-111 06/16/96 10:34A PG 9 OF 14
PLAT NOTES
14 The following plat notes shall be included on all Final Plats,
(a) Prior to the issuance of a building permit, the owner of each lot shall prepare
and submit a soils and foundation report, a grading and drainage plan, and a
geologically acceptable building site prepared and certified by a professional engineer.
All improvements shall be constructed in accordance with such engineering
recommendations, which shall be a condition of Los Amigos Ranch Architectural
Control Committee approval and the building permit.
(13) The owner of each lot utilizing an individual sewage disposal system (ISDS)
shall obtain site specific percolation tests to determine whether a standard septic
system is acceptable or an engineered system is appropriate or required. Each ISDS
shall be designed to minimi a tree removal and changes to the natural contours of the
land.
(C) The recommendations of the Colorado State Forester and the Fire Chief as set
forth in the Supplemental Declarations dated September 28, 1992 at. Seq. shall be
followed in the construction of all structures.
(D) All lots designated to lie within the Spring Valley Sanitation District shall
obtain central sewer service pursuant to agreement with the District.
(E) Open hearth solid -fuel burning fireplaces are not allowed.
(F) Each dwelling unit is allowed one dog.
HOMEOWNEI(,S' ASSOCIATION AND COVENAN S
15. Applicant has heretofore created the Los Amigos Ranch Homeowners Association,
Inc, a Colorado non-profit corporation and by authority of the AMENDED AND
RESTATED DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
FOR LOS AMIGOS RANCH PLANNED UNIT DEVELOPMENT, filed in the Office of the
Garfield County Clerk and Recorder at Reception No. 421306, Book 799, Page 48, charged
the association with certain duties and responsibilities including, but not Limited to, the
enforcement of said covenants, conditions and restrictions and the maintenance of common
open space within subdivided lands of the Los Amigos Ranch PUD.
9
494584 B-982 P-112 06/18/96 10:34A PG 10 OF 14
16. Applicant shall, at approval of final plat, pursuant to the procedures set forth at
ARTICLE VI, Paragraph 6.2 of the Amended Declaration above identified, "annex" the
properties, contained within future filings of the PUD, specifically excepting therefrom all
properties identified in the PUD Plan as "High Density Single Family" lots, "Multi -Family"
units, and "Neighborhood Commercial" and "Multi -Family Open Space".
17. Applicant shall cause to be formed at the time of applicable final plat approval, a
separate homeowner's association for the above identified "Iligh Density Single Family"
property. Coincident therewith, lands within the property designated "High Density Single
Family" shall be dedicated by Applicant as common open space to the "High Density Single
Family" homeowner's association, above formed, for the separate use and/or enjoyment of the
members of said association. The land dedicated as common open space pursuant to this
paragraph shall equal or exceed in amount of total acreage, 25% of the "High Density Single
Family" property.
18. Applicant shall convey to the owners of the "Multi -Family" properties, at least 10
acres of common open space, which shall constitute at least 25% of the "Multi -Family"
properties, for the use and/or benefit of the residents, occupants and owners of said "Multi -
Family" properties. Applicant shall transfer such common open space Land prior to approval
of the next Final Plat filed in the Los Amigos Ranch PUD and same shall be designated upon
said Final Plat as "Multi -Family O.S.". Upon acceptance of said conveyance , Applicant shall
have no further responsibility for the property conveyed and/or maintenance thereof.
19, Applicant shall incorporate in the Supplemental Declaration filed pursuant to
Paragraph 16. and the additional protective covenants, conditions and restrictions required
under paragraph 17. above, such additional covenants, conditions and restrictions as are
required to achieve the purposes and satisfy the conditions established in this resolution.
School linnact.
20. Applicant shall, in lieu of the payment of an impact fee, dedicate to the RE -1 School
District at the fling of the next final plat , that parcel eland identified upon the PUD Plan
as the "School Site Parcel". The dedication of this property expressly satisfies all obligations
of Applicant at time of future subdivision for the dedication of real property, payment of fees
in lieu of property dedication and/or payment of school fees.
10
494584 B-982 P-113 06/18/96 10:34A PG 11 OF 14
21. Applicant shall be entitled to develop the Los Amigos Ranch PUD pursuant to the
Preliminary Plat and Final Plat phases set forth below:
Phase
Designation
(Preliminary
Plan)
1
2
2
2
2
3
P118Ssi
Derligneliein
(Final -Plat)
Doeription of Phase
A Approximately 38
lots on Road A and
(1) lot adjacent to
Filing 2
B Approximately 45
lots on Road A near
water tank and on
Road B
C Approximately 45
lots through second
draw, Road D
Conunenccracnl Date
TSuhntissic+n of
Preliminary Plant
December 31, 1996
December 31, 1999
December 31, 1999
C QJnpletion of
Desclopment Per
Subdivision Improvement
Agreement
Oeccmber 31, 1999
December 31, 2002
December 31, 2005
D Approximately 40 December 31, 1999 December 31, 2008
lots through third
draw, Road E
E Remaining single December 31, 1999 December 31, 2010
family lots, rural
residential lots and
neighborhood
commercial
F 80 high density December 31, 2002 December 31, 2010
single family lots
in lower valley
22. It is specifically agreed that Los Amigos Ranch may receive separate Preliminary Plat
approval for those portions of the PUD contained within the (3) phases above designated.
Applicant shall obtain Preliminary Plat approval for Phase 1 prior to applying for Preliminary
Plat approval for Phase 2. Preliminary Plat approval for Phase 3 shall not be conditioned
upon Applicant having received prior Preliminary Plat approval for either Phase 1 or Phase
2.
11
494584 8-982 P-114 06/18/96 10:34A PG 12 OF 14
23. The final plat phasing schedule set forth above establishes maximum time periods, and
does not in any manner preclude or limit Applicant from accelerating its construction
schedule, which may be done by individual subdivision improvement agreement.
PUD Zone District Text.
24. Subject to the conditions set forth herein, the Board herein adopts and approves both
the District Text and Planned Unit Development Plan attached as exhibits hereto.
Vested Right,*
25. As a condition of approval and by agreement with the Los Amigos Ranch Partnership,
the Board of County Commissioners herein adopts a development agreement pursuant to the
provisions of §24-68-104(2), C.R.S., as amended, providing that property rights shall vest
commencing with the final conditional approval of the Los Amigos Ranch PUD extending to
December 31, 2010. With this approval, the Board of County Commissioners recognizes that
this conditionally approved planned unit development, in its final conditional approval form,
is a site specific development plan as set forth in §24-68-102(4), C.R. S., as amended.
Therefore, during the time period set forth herein, the Applicant shall enjoy all of the vested
rights set forth for such a development plan in §24-68-101, ,q., C.R.S., as amended.
26. Pursuant to the provisions of §24-68-103(1), C.R.S., as amended, the Board of
County Commissioners herein conditions grant of the vested right set forth above upon all of
the conditions of approval set forth in this conditional PUD approval. Such conditions
specifically include, but are not limited to, strict compliance with the phasing plan set forth
in paragraphs 30-33 above. Failure of the Applicant to comply with any element of that
phasing plan or any of the conditions set forth in this Resolution, will subject the Applicant
to forfeiture of vested rights, as such forfeiture is set forth in §24-68-103(1), C.R.S., as
amended.
27, In order to effectuate the conditions set forth under subtitle "Vested Rights", the
Applicant shall be required to execute a development agreement coincidental with the
conditional approval of Los Amigos Ranch PUD herein and pursuant to § 24-68-103(1)
C.R.S., within (14) days of said approval, cause to be published in a newspaper of general
circulation, a notice advising the general public of the site specific development plan approval
and creation of vested property rights.
12
494584 8-982 P-115 06/18/96 10:34A PG 13 OF 14
General.
28. All representations of the Applicant, that are within the Application or stated at the
public hearings before the Planning Commission and the Board of County Commissioners,
shall be considered conditions of approval to the extent that such representations are not
inconsistent with the conditions of approval set forth herein. The extent of any inconsistency
between the conditions of approval set forth in this Resolution and the statements and
representations of the Applicant, the conditions of approval set forth herein shall control.
CONDITIONAL APIROVAL
Pursuant to the foregoing findings and conditions, the Board of County
Commissioners of Garfield County, Colorado, herein approves the amendment to PUD zone text and
PUD plan requested herein by the Los Amigos Ranch Partnership subject to strict compliance with
the terms and conditions set forth herein. Additionally, through this approval the Board herein adopts
the PUD development plan attached herewith and incorporated herein.
Dated this 17thdayof June 1996_
BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY, COLORADO
By e
Marian I. Smith, Chairperson
A'1 -11~S 1:
i"
Mildred Alsdorf
' Clerk to :the Board,: c_
Upon riiothn duly made and seconded the foregoing Resolution was adopted by the following
vote:
'_Marian jiraith
Arnold L Mackiey
Elmer fBucky3 Arbaneti
13
17-1, rn
494584 B-982 P -I16 06/18/96 10:34A PG 14 OF 14
Exhibits for Public Hearing held on December 11, 2006
B
C
D
E
F
G
H
I
J
K
L
M
N
0
P
Q
R
S
T
U
V
W
X
Y
Z
A --A.1. 575 (le A) S Pte.
66
z 5(44 s; 11, %.)
Proof of Publication
EXHIBIT
1
Garfield County Subdivision Regulations of 1984, as amended
Garfield County Zoning Resolution of 1978, as amended
Garfield County Comprehensive Plan of 2000
Application
Staff Memorandum
Letter from Carbondale Fire Protection District dated 8/19/06
Letter from DOW dated 8/09/06
Letter from the CGS dated 8/30/06
Letter from Mountain Cross Engineering dated 8/31/06
Letter from DWR dated 8/30/06
Email from the County Road and Bridge Department dated 8/30/06
Letter from the Colorado State Forest Service dated 8/28/06
Email from the Colorado Department of Transportation dated 8/13/06
Letter from the Bureau of Land Management dated 8/22/06
Letter from County Vegetation Manager dated 9/01/06
Letter from SGM dated September 27, 2006
Letter from HP Geotech dated September 29, 2006
Conditions to Staff Report
Revised Traffic Impact Study
Email from CDOT dated 10/11/06
Fire Protection District Letter from Bill Gavette dated October 6, 2006
Letter from Mountain Cross Engineeri ng dated 11/21/06
Fire Protection District Letter from Bill Gavette dated December 5, 2006
Letter from Garfield & Hecht dated December 5, 2006
3 . (1i)4k 1:44 d;7 " 1)u.
s- 5w Ak;/1
111.
. k Pim I�;,
BOCC 12/11/06
FJ
PROJECT INFORMATION AND STAFF COMMENTS
�UE3T
Preliminary Plan review for Pinyon Mesa
APPLICANT Q—NER Pinyon Mesa Development, LLC
}EPRESENTATNE
John Elmore
ENR Schmueser Gordon Meyer (Debbie Duley)
Spring Valley, approximately 1 mile east of the
LOCA Highway 82 / CR 114 intersection
PROPERTY SIZE
WATER
SEWER
ACCESS
EXISTING ZONING
60.49 acres
Central Water System
Central Sewer System
CR 114
Los Amigos Ranch PUD
1. GENERAL PROJECT INFORMATtQN
A. General Property Description
les
The 60.49 -acre property is generally located in the
est Spring
f the Valleylarea ay 8aappro ii l4en 7 mil ssouth
of Glenwood Springs and approximately 1 mile
ecThe
property is bordered to the north and east by CR 114
and
d tht by Garfield Cou te other phases of y spAAmigos
i os Ranch
PUD; bordered to the south by BLM; and bordered
to Physically, the property sits on an upper bench above the Roaring Fork River valley floor on the
south side of County Road 114. There are two cr oof the property and then drain to the west.ifict deep drainage channels that begin in o
separate places which merge at approximately theent
Additionally, there is a significant knob in the center of the
property
and pi stee slopes Ph the
e
eastern edge of the property. The vegetation consists of sage, juniper
below presents a view looking from the proposed main entrance near CR 114 to the south east.]
B. Proposal
The Applicant proposes to subdivide the property according to the uses and densities as approved
by the Board in Resolution 81-358 with the es As J Los
s discussed,
Amigos ss d the development which
callsis for proposed0
(high density) single-family lots on the 60 -acres.
to be served by existing central water and sewer systems and access is provided ewe ty(f0 acresCR
114. The lots have a minimum lots size of 10,000 sq. ft. and approximately fifty p
)
of the property will be placed in open space accompanied Generally thetty proposalt�nter�dss Q o develop
ved in the
PUD such as picnic areas, small community center,
three separate areas of the site in two phases.
2
C. Background
The original Los Amigos PUD (approved by the BOCC in 1981) zoned the subject property for
80 single-family lots in the following configuration:
Additionally, thisproperty was approved as Phase 3F to be the last phase to a December
l3p d in
LosAmigos
Plan to the County y
Los Amigos with a submission of the Preliminary
08
and a completion of the SIA by December 31, 2010. Interestingly, the proposed subdivision
design of the property almost matches the design proposed in 1981.
]I REFERRAL AGENCIES / DEPARTMENTS
their
Staff referred the application to the following State agencies fy and
mor
riCounty epor Departments formore
review and comment. Comments receive
comprehensively incorporated within the appropriate section of this memorandum.
A. Town of Carbondale (No comments Received)
B. City of Glenwood Springs (No conents Received)
C. Carbondale Fire Protection District (See Exhibits 11 and Y)
D. Spring Valley Sanitation District (No comments Received)
E. Colorado State Forest Service (See Exhibit N)
F. Colorado Department of Transportation (See Exhibits 0 and V)
G. Colorado Division of Wildlife (See Exhibit I)
H. Colorado Department of Public Health ndeEvi L) t (No comments Received)
I. Colorado Division of Water ReSOUICeS
J. Colorado Geologic Survey (See Exhibits ,17
K. Bureau of Land Management (See Exhibit P)
L. County Road and Bridge Department (See Exhibit M)
M. County Vegetation Management (See Exhibit Q)
N. County Sheriff (No comments Received)
0. Mountain Cross Engineering (See Exhibits H and X)
3
III. GENERAL RELATIONSHIP TO THE COMPREHENSIVE PLAN
The property is located in Study Area 1 which has the designation of PUD since the PUD was
approved 15 years prior to the Comprehensive Plan designations were established in 1997. The
proposal is to develop the property according to the original PUD which is consistent with the
Comprehensive Plan.
N. APPLICABLE ZONING REGULATIONS IN ARRD ZONE DISTRICT
The following is an analysis of the proposed development with the required zoning regulations of
the PUD zone district.
A. Proposed Uses
The Applicant proposes single-family residential development on all of the 80 lots which is
contemplated as a "use by right" in the PUD and is therefore consistent with the underlying
zone district.
B. Common Dimensional Requirements
D Minimum Lot Size: 10,000 sq. ft.
D Maximum Lot Coverage: 25%
D. Minimum Setback:
o Front yard: 25 feet
o Rear yard: 25 feet
o Side yard: 10 feet
D Maximum Height of Buildings: 28 feet
D Maximum Floor Area (FAR): 1:0.10 of total HDSF area (3,294 sq. ft. per lot)
Staff finds that since FAR is specifically called out as FAR over the total HDSF area, FAR
is to be calculated by total area devoted to HDSF zone district which results in
approximately 60.64 acres.
C. Open Space
Resolution 96-34 required the following condition regarding open space:
10. Common open space areas shall be dedicated by the Applicant to the Los Amigos
Ranch Homeowner's Association in an amount that maintains a 50:50 ratio or greater,
dedicated open space to developed land. The dedication of open space shall coincide with
the approval of the applicable !ice plat.
The total acreage of the property is 60.49 acres with 50% of that acreage being 30.24 acres, yet the
plan proposes 30.21 acres. This appears to generally satisfy this requirement.
4
V. APPLICABLE SUBDIVISION REGULATIONS
The following section addresses common subdivision components that are required as part of the
Preliminary Plan.
A. Water / Water Quality / Irrigation Water
The Application proposes to provide water to the development from the Elk Springs Homeowners
Association (formerly Los Amigos HOA) which owns the water system serving the rest of the
PUD. The water system is operated by Red Canyon Water Company. The eight -inch water main to
the subject property has already physically been installed. The proposed water system in the
development is a central water system design to be constructed in two phases.
The Application contains an "Ability to Serve" letter from Red Canyon Water Company to provide
domestic and irrigation water to all lots within the development. The larger existing central water
supply system has two large water tanks with a storage capacity of 620,000 gallons served by two
wells pumping at 270 gallons per minute and a water treatment facility. This last phase of
development was included in the calculations for the overall system capacity and ability to serve. In
this case, the developer would construct, own, and operate the internal components of the water
system serving Pinyon Mesa which is to be later transferred to the Pinyon Mesa HOA.
The Application contains an opinion regarding the legal proof of water for the development from
Patrick / Miller / Kropf which ultimately points out the legal approval for water was established
with other filings of the Los Amigos PUD which included a court approved Basalt Water
Conservancy District augmentation plan providing for a total of 327 SFRs (which includes 80 SFRs
in Pinyon Mesa). Staff referred the Application to the Division of Water Resources which
responded with a determination that the proposed water supply is physically adequate
aead
will not
cause a material injury to decreed water rights. (Exhibit L) This system appearssatisfy County
requirements as also noted by Mountain Cross Engineering. (Exhibit IC)
B. Waste Disposal
The Application proposes to provide central sewer service to the development from Spring Valley
Sanitation District. The District installed a lift station and 4 -inch force main on the lowest portion
of the property when the District constructed recent upgrades to the District's wastewater treatment
plant approved by CDPHE which included the future development of this property.ertyThe to the develop er fr
proposes to install 8 inch gravity lines throughout the development to carry
station in a typical central wastewater collection system configuration. Once the mains are
constructed, the system will be dedicated to the District.
The Application contains a "Can and Will Serve" letter from the District's legal representatives,
Leavenworth & Karp, P. C. This letter explains the District has the capacity and ability to serve the
project. The Application also contains the approval letter from CDPHE for the lift station on the
property. This system appears to satisfy County requirements. This system appears to satisfy
County requirements as also noted by Mountain Cross Engineering. (Exhibit 10
5
C. Roads /Access 1 Traffic
The site plan shows the development w llsoavean5ma ssecondary emergency access onto CR
n access point onto CR 114 which is a
public right-of-way. The developmentproposes
poe
114 from the end of the internal road called "Paintbrush Way".
and
ed by
The site plan provides for an internal road ralltem designt will be includesfiveroads witht ansecondary
he
Homeowners Association (HOA). Th
emergency access out to CR 114 from Paintbrush Way.
The total trips generated from the development are 766 (80 units x 9.57). As such, the
subdivision regulations require the internal road system to be in the "minor collector" category
which generally requires the ROW width to be 60 feet withtwelve
hasbedriving
n lanes so thatand
a
chip -seal surface. in this case, however, the entire Los Amigos PUD
the internal roads that carry fewer trips were designed
toaser p standae of ard which
os has been
n
acceptable to the Board. This approach is simply beingapplied to
ts
well.
Additionally, the main drive (Pinyon Mesa Drive) results in a cul-de-sac design that is
approximately 900 linear feet long which is 300 linear feet longer than the 600 -foot maximum.
As you are aware, the Board can approve longer cul-de-sacs if the following two -prong test can
ns and 2) it can be proved
be met by the design: 1) That it is necessary for
ss graphical provided asap part of the longer design.
that fire protection and emergency egress andaccesse
This is discussed in greater detail theprovided a letFire ter that states the length and design (width ectin section of this memorandum. and
CarbondalearFire Protection District
turn -around radius) is acceptable for their needs.
Traffic Generation
The project including 80 single-famAlyd angs (at full contain build-out)
a Traffic will
prepared by
approximately
766 average daily trips (ADT). ThePP ction
Schmueser Gordon Meyer which summarizes the off-site traffic impacts in the following
manner:
A. Of the 766 ADT, the development will generate approximately 60 trips in the AM peak
hour and 81 trips in the PM peak hour;
B. The intersection of the site driveway and CR 114 will operate at acceptable LOS
through the long-term time period (over the next 20 years);
C. The intersection of SH 82 and CR 114 is expected to operate at a LOS "E" in the long
term, with or without this development;
D. Capacity improvements aovemeneCDOT assumes for theSH82 corridornear CMC road (CR
stoforecastn by others if the 114)
traffic grows at the rat
E. No turn lanes are necessary along ap114 proach theoconstruct d to and
allow two
the main
entrance into the development. The driveway pProach will be
6
exiting turn lanes (one in each direction) and an entering lane for inbound traffic. This
approach will be controlled by a stop sign;
F. Adequate sight distance is provided for turning and stopping maneuvers at the primary
driveway to the development.
CDOT reviewed the Application and provided the following comments:
This development will generate 81 trips on PM peak hour. Based upon the Pinyon Mesa
ll
traffic impact study dated May � �e •atn access is development
ermct wouidd not betSR requ�red�Se Exhibit
114 by
approximately 18.5 percent, therefore,
0)
The County Road and Bridge Department reviewed the proposal and provided the following
comments. (See Exhibit M)
All accesses to CR 114 shall have driveway access permits issued by Garfield County Road
& Bridge Department with conditions specific to each permit.
Each entrance to CR 114 shall have a stop sign placed at the entrance to CR 114. The signs,
posts and location shall be as required by the MUTCD (Manual on Uniform Traffic Control
Devices). An intersection sign shall be placed on both .rides of the main entrance t
o and
the
subdivision alerting uphill and downhill traffic to the entrance. The signs. posts
installation shall be as required in the MUTCD (Manual on Uniform Traffic Control
Devices).
A turn lane should be installed on the uphill lane to the main entrance to the subdivision.
With the wide shoulder that exists this should not be a problem to install.
D. Floodplain Issues
There are no known live watercourses on the property. As such there are no floodplain issues
regarding this property.
E. Fire Protection
The property lies within the Carbondale Fire Protection District. The Applicant proposes to provide
fire protection through 1) the installation of fire hydrants throughout the subdivision served by the
central water system and 2) construction of a secondary emergency access in / out of the
development off the end of Paintbrush Way back out onto CR 114. The District reviewed the
proposal and provided the following comments as also contained in Exhibit H attached hereto:
Access
Two separate access roads should be provided for subdivisions more than 30 units & internal
roads should provide signage prohibiting on -street parking based an their width.
Water Supplies for Fire Protection
The proposed central water system is adequate; however, the proposed location and spacing of
the hydrants is adequate.
Wildfire Hazards
The slopes and sage / pinyon vegetation on the property present a potential wildfire hazard. The
Applicant shall need to use fuel breaks, defensible spaces, and /or fire resistant materials to
mitigate hazards. The development should follow the recommendations of the State Forest
Service.
Impact Fees
The development is required to pay the fire impact fee of $437 per dwelling unit to be paid to
the District at the time of final plat.
The Colorado State Forest Service reviewed the Application and provided the following comments
regarding wildland fire (Exhibit N):
The primary vegetation is juniper and pinyon trees, and sagebrush. The combination of
vegetative species poses a signification wildfire hazard to parts of the proposed subdivision.
The lots at the highest fire risk are: lots 17-20 and lots 36-48. These are located in the
northeast section of the proposed subdivision and include pinyon and juniper trees on a slope
that is greater than 10 percent. Any homes built on these lots need to have defensible space
which is an area around a structure where jicels and vegetation are treated, cleared or reduced
to slow the spread of wildfire towards the structure. Also, homes should be built using firewise
materials that are fere-resistive (Class C or better rating).
•
The next area of increased wildfire risk is located on either side of the ravine, rhe lots
surrounding this area are lots 66-72 and lots 59-65. The vegetation in the ravine is comprised
of dense, mature pinyon and juniper trees. Trees and understory shrubs should be thinned and
the removal of ladder fuels and dead naaterial should be completed before any harnesites are
built on. The final area of higher wildfire risk is the lots surrounding a small knoll where
pinyon and juniper trees are growing. The lots are 49-54 and 1-5. The size of the trees and the
increased slope make this portion of the property prone to higher wildfire hazards and should
be treated as lots 17-20 and 36-48.
1 believe the best methods to reduce wildfire hazard on this property would be to thin the pinvon
and juniper trees to Colorado State Forest Service standards along the edges of the property
and in the ravine. Also enforcing defensible space standards around all permanent structures,
and encourage or require the use offirewise building materials (Firewise Construction, Design
and Materials, 2000) would decrease the potential for a severe wildfire event. (added emphasis)
Written standards for defensible space management zones published by the Colorado State
Forest Service can be found in the recent revision of publication 6.302, Creating Wildfire
Defensible Zones. Obviously, removing any type of vegetation considered as ladder fuels,
undergrowth that could bring a fire into tree crowns, any dead or dying trees or shrubs should
be removed.
8
I found no current signs of the ips bark beetle (Ips confusus) colonizing pinyon pine trees on the
property. But they are active on the hillside, evident across CR 114. It is recommended to plan
any conifer/evergreen tree cutting or pruning activities in late September or October which is
when the ips bark beetles over winters and would not attack any new trees. Any construction or
thinning work done in the summer that creates sap flow on pinyon trees will attract the ips to
the area and cou/d result in the death of a large number of the pinyon trees on the property.
Please refer to publication 5.558, Ips Beetles for further information.
F. Wildlife
The Application contained a "Wildlife Analysis / Impact and Mitigation Report" prepared by
Rocky Mountain Ecological Services, Inc. Habitat on the property can be generally characterized as
sagebrush flats, crested wheatgrass and limited areas of pinyon and Juniper tree growth. No state or
federal threatened or endangered species were identified on the property. A site visit was conducted
with the Division of Wildlife to discuss potential impacts to wintering big game which consist of
Elk, Mule Deer, and Black Bear.
Of noted importance is the Elk and Mule Deer use of this property particularly during the winter
months. The conversion of a portion of this property to development will eliminate areas of
wintering habitat as well as further impact remaining deer and elk by domestic dogs in the
subdivision. The report suggests a fairly lengthy set of recommendations to minimize impacts to elk
and deer specifically related to fencing, lighting, roads, domestic dogs, landscaping and
revegetation.
The Colorado Division of Wildlife (DOW) reviewed the proposal and conducted a site visit to the
property and provided comments found in Exhibit I. Ultimately, the DOW agrees with the
"Wildlife Analysis / Impact and Mitigation Report" prepared by Rocky Mountain Ecological
Services, Inc. Additionally, the DOW strongly recommends 1) the Applicant prepare an Elk
Management Plan due to the amount of critical wintering habitat being eliminated with
development, 2) cites the occurrence of bears and mountain lions in the area which should be made
aware to residents, and 3) disclose to future residents that hunting could occur on the adjacent BLM
property.
9
Section 4:91
Water Simply Plan
Water service for this development will be provided by the EIk Springs
Homeowners Association (formerly Los Amigos Ranch Homeowners
Association) operated by the Red Canyon Water Company. (See the "Intent
to Serve" letter attached.) The water will be delivered under the terms of
the "Water Tap Assignment and Water Delivery Agreement" between EIk
Springs Homeowners Association, Red Canyon Water Company and John A.
Elmore, II. Detailed water supply calculations are contained within the
attached Water Supply Report.
In preparation for development of this property, an eight -inch water line was
extended from the Los Amigos system into the northeast portion of this
property. This line will be looped through the eastern portion of the property
during the development of Phase One. When Phase Two is developed,
additional eight -inch lines will be extended to serve the Tots at the end of
Pinyon Mesa Drive and Paintbrush Way.
Fire hydrants will be placed throughout the project as necessary to provide
both fire protection and the ability the flush the water lines at appropriate
locations. More specific information regarding the location and configuration
of the water lines is provided on the engineering drawings included within
this application.
SCHMUESER GORDON MEYER
ENGINEERS S SURVEYORS
GLENWOOD SPRINGS ASPEN
118 w. 6TH. !Urre 200 P.O. Dox 2I 55
GUDAY )OO SPRINGS, CO 81601 ASPEN, CO 8 16 12
970-945- 1004 970.925-6727
FX: 970-945-5948 FX: 970-925-4157
Section 4:91
Water Supply Plan
CRESTED BUTTE
P.O. SOX 309E
CRESTED UTTE, co a 1224
970.34 •5355
FX: 97049-5358
The Red Canyon Water Company (RCWC) will provide water service for
Pinyon Mesa. Attached hereto is an "Ability to Serve" letter from the
District.
The RCWC provides water for domestic and lawn irrigation purposes
primarily to the Los Amigos Ranch PUD and the Elk Springs PUD. The
development of the infrastructure for RCWC has anticipated the
development of Pinyon Mesa and its inclusion in its water service area.
Water service has already been extended to the boundary of Pinyon Mesa
by RCWC. That extension includes an 8 -inch diameter water line and two
(2) pressure reducing vaults.
The water company has two water storage tanks, with a combined storage
capacity of 620,000 gallons. Again, development of Pinyon Mesa was
previously contemplated and the existing tanks have sufficient volume to
provide equalization, fire and emergency storage for "build -out"
conditions. Water is produced from a well field consisting of two wells,
currently rated at 270 gpm. The supply receives disinfection through
chlorination prior to being delivered to the water users.
Within Pinyon Mesa, the water delivery system will consist of 8 -inch
diameter distribution mains as shown on the company engineering
drawings. An additional pressure -reducing vault will be constructed on
the water system prior to its delivery to the integral distribution system of
this project.
The sizing of the water system components has been based on the
following:
• Average domestic use:
• Lawn Irrigation:
• Peaking Factor:
280 gpd/EQR for combined domestic.
150 -day, 3000 sf/lot @ 2.523 A-F/Ac.
2.0 for peak day (x domestic and
irrigation) .
• Fire flow availability: 1000 gpm.
1:11981\01502W -Lower Bench\Correspondence16-06-06 • Section 4 91 doc
The water system proposed for Pinyon Mesa has been modeled to verify
that adequate static and residual pressures will be available to the
individual lots. Normal pressures with Pinyon Mesa will range from 60 psi
to 112 psi, depending on location. Note that in-house PRV's should be
installed on all lots. Available fire flows exceed 1000 gpm at 200 psi
residual at all locations. ■
1:119131‘01502T -Lower Bench Correspondence16-06-06 - Section 4.91 doc
June 2, 2006
PATRICK 1 MILLER 1 KROPF
Attorneys at Law a professional corporation
Kevin L. Patrick*
Scott C. Miller •
Ramsey L. Kropf **
Paul L. Nolo •
Madoline E.S. Wallace •
Gary D. Allison +
of Counsel
* licensed in CO, OK
** licensed in AZ, CO, WY
+ licensed in OK
• licensed in CO
Main Office:
730 E. Durant Avenue
Suite 200
Aspen, CO 81611
970.920.1028 Tel
970.925.6847 Fax
Arizona Office:
Camelback Esplanade 1
2415 E. Camelback Road
Suite 700
Phoenix, AZ 85016
480.921.4044 Tel
480 921.8688 Fax
ivwiv tvatcrlawccom
July 10, 2006
Mark Bean, Planning Director
Garfield County Planning Department
109 8th Street, Suite 303
Glenwood Springs, CO 81601
RE: Pinyon Mesa PUD; Preliminary Plan Application; (our file: John Elmore
844a)
Dear Mark:
We represent John Elmore, the developer applicant for proposed Piny•n
Mesa Subdivision ("Pinyon Mesa," a/k/a "Lower Bench" parcel of the L s
Amigos PUD), with respect to legal water and sewer matters associated with e
development. This letter is in support of the pending Preliminary Plan applieati ►n
and is for purposes of providing documentation for the legal water supply d
sewer service for the development. Pinyon Mesa's engineer, Schumueser Gord+n
Meyer, Inc., is addressing the physical aspects of the water supply and sew r
service by separate documentation. I will address the legal aspects of su h'
proposed water and sewer service herein.
A. Domestic Water Supply:
The domestic in-house and irrigation water supply for Pinyon Mesa w 11
come from a main line extension of the existing Elk Springs Homeowne
Association ("Elk Springs HOA")(f/k/a Los Amigos HOA) water rights d
central water system. Under the Purchase Contract for purchase of the Low
Bench parcel, Elk Springs HOA and Red Canyon Water Company (t e
manager/operator of the water delivery system) have agreed to serve the subj t
property. A copy of the draft agreed, upon Water Tap Assignment and Wat r
Delivery Agreement, to be executed at closing, is attached hereto as Exhibit " JI
(Water Service Agreement"). The Water Service Agreement provides for tLe
Pinyon Mesa developer to construct, own and operate the internal water delive
system locally servicing Pinyon Mesa, and connect to the existing water syste
constructed on the remainder of the Los Amigos PUD. The central system h
been designed for service to the Pinyon Mesa property as part of the original U
Amigos PUD. Consistent with the Water Service Agreement, it is proposed that
the to -be -formed Pinyon Mesa Homeowners Association will own, operate,
maintain, and repair the internal water distribution syste�pe a eflit of the
Pinyon Mesa lot owners.
y
W:\Elmore, John\844 A\Letters\GarfieldCountyPlanning 7-7-06.doc
JUL 1 2 2006
SGM
PATRICK 1 MILLER 1 KROPF
Proof of legal water supply to serve the entire Los Amigos PUD (of which the Low r
Bench is a part of) has previously been provided with other Filings in the Los Amigos PUD. We
attach a copy of the most recent legal water supply information submitted in the late 1990's in
conjunction with Filings Nos. 5A though 11, Los Amigos PUD. See cover letter from
Leavenworth & Associates, dated November 24, 1997, together with attached documents,
attached hereto as Exhibit "B." Pinyon Mesa will utilize and be served by the same water rights
and plan for augmentation discussed in this previous documentation contained in Exhibit B. 110.e
Basalt Water Conservancy District Plan for Augmentation ("Augmentation Plan") approved and
decreed in Case No. 87CW155 included coverage for the full build out of the Los Amigos PUD
of which the Lower Bench 80 single family residences ("SFR's) are a part of. Under tine
Augmentation Plan, a total of 327 SFR's were augmented. Los Amigos PUD Filings 1-5
encompass 69 SFR's; Filings 6-10 encompass 178; and the Lower Bench encompasses 8
Together these add up to aforementioned 327 SFR's.
B. Wastewater Service:
Pinyon Mesa will be served via connection with the Spring Valley Sanitation Dis
("SVSD"). Under the Purchase Contract, a Sewer Tap Assignment Agreement has been agre d
to and will be executed at closing on the Pinyon Mesa property. A copy of the draft agreed up n
Sewer Tap Assignment Agreement, to be executed at closing, is attached hereto as Exhibit "
(Sewer Service Agreement"). In addition, under separate cover, SGM has provided to Garfie d
County Planning a "will serve" letter from SVSD indicating SVSD's willingness and ability o
serve the Pinyon Mesa development.
C. Summary..
Based on the foregoing, it is our opinion that Pinyon Mesa has legally adequate water and
sewer service to the proposed development.
If you have any questions, need further information or would like to discuss any of tl e
above, please give me a call.
Very truly yours,
PATRICK, MILLER & KROPF, P.C.
A Professional Corporation
By:
Scott C. Miller
miller@waterlaw.com
SCM/slp
Enclosures
cc w/encl:
Mr. John Elmore
Robyn Myler, Esq.
Ms. Debbie Duley (SGM)
W:\Elmore, John\844 A\Letters\GarieldCountyPlanning 7-7-06.doc
RED (:ANv0N WATER COMPANY
2929 County Road 114
Glenwood Springs, CO 81601
(970) 945.6399
To Whorn It May Concern:
�y 5 The Red Cariyuil Water Company agrees to deliver to the Lower Valley, at the Point of r}slivtry,
-� d ' -5 The
an amount of water sufficient to serve the reasonable domestic and residential needs of up to
,yj(0.A� eighty (80) single family homes in a monthly volume as red at er the Master Water Meter not to
d ■ exceed the Monthly Basic allotment of 1,400,000 gallons provided if such
G Supplemental volumes of water in excess of the MonthlyBasiC Allotment al n beeP water if such
� HO vNp{,�n�entai water i$ �,vpilal?lc to the Company atter the company 1 ery
obligations.
se - eel "'Mc Elw
,3.5au 1 / Secretary, ed Canyon Water Company
t•0 39Cd tHS3 SO9IW01 SO1
66£951,69[6 1,T :6T
Z /60/90
SHEET 3
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FINAL PLAT
PINYON MESA. FILING 1
SECTIONS 7 And 8. TOWNSHIP 7 SOUTH.
RANGE 88 WEST, 6TH P.W. GARFIELD COUNTY. COLORADO
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FINAL PLAT
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FINAL PLAT
Pinyon Mesa, Filing 2
Ai Re-S,ibo 6 Cin Of Trott A. Pinyo1' ueso. Fgr.g S
Situated in Section 7 , T.7 S., R.88 W. of the 6th P.M.
Garfield County. Colorado
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Gorfielc County, CO
4,
Final Plat
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FINAL PLAT
Pinyon Mesa, Filing 2
Az Re4tlhd'ivuem of Trod A.Pinyan mesa. Ring
Situated in Section 7 , T.7 S.. R.88 W. of the 6th P.M.
Garfield County. Colorado Data•6 .
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Pinyon Mesa, Filing 2
Garfield County, CO
363305 Cav e,
Final Plat
Lots
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FINAL PLAT
Pinyon Mesa, Filing 2
AS Re-Svedv+leion a Tf i i A. Oman Mesa. Fliria 1
Situated in Section 7 , T.7 S., R.88 W. of the 6th P.M.
Garfield County, Colorado
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Pinyon Mesa, riling 2
Garfield County, CO
Final Plat
Line & Curve Charts
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er 3
•
844558 12/23/2013 1 0:22:49 AM Page 1 of 16
Jean Alberico, Garfield County, Colorado
Rec Fee: $86.00 Doc Fee: $0.00 eRecorded
PINYON MESA WATER DELIVERY AGREEMENT
EXHIBIT
THIS AGREEMENT is made and entered into effective December 11, 2013, by and
among ELK SPRINGS HOMEOWNERS ASSOCIATION, a Colorado nonprofit corporation
("Elk Springs Association"), RED CANYON WATER COMPANY, a Colorado corporation
("Red Canyon"), PINYON MESA HOMEOWNERS ASSOCIATION, INC., a Colorado
nonprofit corporation ("Pinyon Mesa Association"), and RE Development Corp., a Colorado
corporation ("Developer").
RECITALS
A. The Elk Springs Association is the owner of certain water and water rights
(the "Elk Springs Association Water Rights") and the EIk Springs Water Facilities as defined
in Paragraph 1.a., below and shall remain the owner of such water rights during and after
use within Pinyon Mesa P.U.D., as defined herein.
B. The Elk Springs Association and Red Canyon entered into a Water Facilities
Management Agreement ("Management Agreement") dated November 18, 1997 which
provides that Red Canyon shall utilize, operate, maintain, repair and replace the EIk
Springs Water Facilities and the Elk Springs Association Water Rights to provide potable
waterservice within the Los Amigos Ranch P.U.D. The Management Agreement expressly
authorizes Red Canyon to enter into additional water delivery agreements such as this
Agreement.
C. On June 19, 2006, the Elk Springs Association, Red Canyon and John A.
Elmore, II ("Elmore") entered into a Water Tap Assignment and Water Delivery Agreement
recorded in the records of Garfield County, Colorado, on July 27, 2006, as Reception No.
703009 ("2006 Water Agreement"), which sets forth the terms and conditions for Red
Canyon to sell and assign water taps to Elmore, the payment for same and the terms and
conditions upon which water would be provided to up to 80 single family residential dwelling
units then -anticipated to be developed within real property known as the Pinyon Mesa
P.U.D. (and described as the "Lower Valley" property in the 2006 Water Agreement") as
defined in Paragraph 1. below.
D. Elmore assigned the 2006 Water Agreement to Pinyon Mesa Development,
Inc. a Colorado corporation, and Pinyon Mesa Holdings, LLC, a Colorado limited liability
company (together, the "Original Developers").
E. The Original Developers assigned the 2006 WaterAgreement to Roaring Fork
pursuant to the Designation and Assignment dated March 29, 2013.
F. Pinyon Mesa Development, Inc. conveyed the EIk Springs Water Facilities
necessary to serve Filing 1, Pinyon Mesa P.U.D. to the EIk Springs Association by Bill of
Sale dated December 3, 2008.
844558 12/23/2013 10:22:49 AM Page 2 of 16
Jean Alberico, Garfield County, Colorado
Rec Fee: $86.00 Doc Fee: $0.00 eRecorded
PINYON MESA WATER DELIVERY AGREEMENT
Page 2
G. Pinyon Mesa Development, Inc. conveyed the Filing 1 Water Facilities, as
defined below, necessary to serve Filing 1, Pinyon Mesa P.U.D. to the Pinyon Mesa
Association by Bill of Sale dated December 3, 2008.
H. Roaring Fork Real Estate Solutions III, LLC, a Colorado limited liability
company, ("Roaring Fork") acquired a portion of the Pinyon Mesa P.U.D. as successor to
Alpine Bank and is the fee simple owner of the following real property located in Garfield
County, Co.: Parcel A Future Filing 2, Pinyon Mesa P.U.D. according to the Final Plat
thereof recorded October 8, 2007 as Reception No. 734761 ("Filing 2, Pinyon Mesa
P.U.D.").
I. Roaring Fork intends to sell Filing 2, Pinyon Mesa P.U.D. to Developer, a third
party developer.
J. The parties desire to establish a procedure for the continued delivery of
potable water to the single family residential dwellings constructed within Filing 1, Pinyon
Mesa P.U.D. and for the future delivery of potablewater to additional single family dwellings
to be constructed within Filing 2, Pinyon Mesa P.U.D.
NOW, THEREFORE, for and in consideration of the keeping and performance of the
mutual terms, covenants, and conditions contained herein, the parties agree as follows:
1. Definitions. In addition to the terms defined in the Recitals, the following
terms shall have the following meanings:
a. "Elk Springs Water Facilities" means all physical improvements and
facilities reasonably necessary or desirable to withdraw, treat, pump, store, transmit
and deliver potable water to the Point of Delivery. The Elk Springs Water Facilities
include, but are not limited to, wells or other water source facilities, water treatment
facilities, storage facilities, pumps, pressure reduction stations, major transmission
lines, the Master Curb Stop and other facilities upstream of the Master Curb Stop.
b. "Filing 1, Pinyon Mesa P.U.D." means the property described as
Pinyon Mesa P.U.D., Filing 1, according to the Final Plat thereof recorded October
8, 2007 as Reception No. 734761,
c. "Filing 1 Water Facilities" means all facilities that have been
constructed and approved by Red Canyon and owned by Pinyon Mesa Association
to deliver water from the Point of Delivery to water users within Filing 1, Pinyon
Mesa P.U.D. which are downstream from the Master Curb Stop, including, without
limitation, the Master Water Meter, the Pressure Reduction Station and all
transmission lines, service Tines, hydrants and Pressure Reducing Valves.
84455812/23/2013 10:22:49 AM Page 3 of 16
Jean Alberico, Garfield County, Colorado
Rec Fee: $86.00 Doc Fee: $0.00 eRecorded
PINYON MESA WATER DELIVERY AGREEMENT
Page 3
d. "Filing 2, Pinyon Mesa P.U.D." means the following real property
located in Garfield County, Co.: Parcel A Future Filing 2, Pinyon Mesa P.U.D.
according to the Final Plat thereof recorded October 8, 2007 as Reception No.
734761.
e. "Filing 2 Water Facilities" means all facilities to be constructed in the
future that are necessary to deliver water from the Point of Delivery to water users
within Filing 2, Pinyon Mesa P.U.D. which are downstream from the Master Curb
Stop, including, without limitation, the Master Water Meter, the Pressure Reduction
Station and all transmission lines, service lines, hydrants and Pressure Reducing
Valves. All such facilities shall be constructed and owned by Developer as provided
in Paragraphs 2. and 11. below.
f. "Master Curb Stop" means a water valve or water shutoff device
installed at the Point of Delivery and constructed as part of the Elk Springs Water
Facilities. The Master Curb Stop is owned by the Elk Springs Association and shall
be maintained and operated by Red Canyon.
g. "Master Water Meter" means a flow measurement device which has
been installed downstream of the Point of Delivery to specifications approved by
Red Canyon which measures the flow of water delivered thereto.
h. "Monthly Basic Allotment" means 1,400,000 gallons of water per
month.
1. "Pinyon Mesa P.U.D." means the Planned Unit Development
according to the Final Plat thereof recorded October 8, 2007 as Reception No.
734761. and also known as the Lower Valley and is made up of Filings 1 and 2,
Pinyon Mesa P.U.D.
j. "Point of Delivery" means a point on the water facilities immediately
downstream of the Master Curb Stop and upstream of the Pressure Reduction
Station and Master Water Meter. Everything upstream of the Point of Delivery shall
be part of the Elk Springs Water Facilities and everything downstream of the Point
of Delivery shall be part of either the Filing 1 Water Facilities or the Filing 2 Water
Facilities.
k. "Potable Water" means water of sufficient purity to satisfy maximum
contaminant levels allowed under the Safe Drinking Water Act, Pub.L. 93-523, as
of the date of the execution of this Agreement, and all applicable mandatory drinking
water standards of the State of Colorado in effect on the date hereof.
1. "Pressure Reducing Valve" means a valve device approved by Red
Canyon and installed at each residence which shall reduce the pressures or
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possible pressures on the delivery side of the pressure -reducing velvet() a pressure
recommended by Red Canyon.
m. "Pressure Reduction Station" means a combination of valve devices
installed between the Master Curb Stop and the Master Water Meter to
specifications approved by Red Canyon which shall reduce the pressures on the
delivery side of the Pressure Reduction Station.
2. Delivery of Water Generally.. Red Canyon agrees to deliver to the Pinyon
Mesa P.U.D. at the Point of Delivery an amount of water sufficient to serve the reasonable
domestic and residential needs, including irrigation, of up to eighty (80) single family
homes, each with no more than 3,000 square feet of irrigated landscape; provided,
however, that in no event shall Red Canyon be obligated to deliver water to the Pinyon
Mesa P.U.D.: (1) for any use or to any property located outside the boundaries of the
Pinyon Mesa P.U.D., or (2) in a monthly volume which, as measured at the Master Water
Meter, is greater than the Monthly Basic Allotment.
3. Delivery of Supplemental Water, Red Canyon agrees to provide to the
Pinyon Mesa P.U.D. supplementary volumes of water in excess of the Monthly Basic
Allotment ("Supplemental Water"), provided the following two conditions are met:
a. Such Supplemental Water is available to Red Canyon under the Elk
Springs Association Water Rights after Red Canyon fulfills all other water delivery
obligations, including supplemental water usage by members of the Elk Springs
Association, without anyfurther expense, cost, or outlay by Red Canyon and without
securing or constructing any additional water source, water rights, or waterfacilities;
and
b. Usage of Supplemental Water is used to serve the reasonable
domestic and residential needs, including irrigation, of the Pinyon Mesa P.U.D. and
will not be used or put to arty use located outside the boundaries of the Pinyon Mesa
P.U.D.
c. In the event Supplemental Water will be unavailable for delivery to the Pinyon Mesa
P.U.D., Red Canyon will give the Pinyon Mesa Association notice of such non-availability
no later than the fifteenth (15th) day of each month for which Supplemental Water will be
unavailable. After notifying the Pinyon Mesa Association of the non-availability of
Supplemental Water, Red Canyon shall be entitled to cease delivery of water to the Pinyon
Mesa P.U.D. after the Monthly Basic Allotment has been delivered to the Pinyon Mesa
P.U.D.
4. Elk Springs Ownership and Operation. Red Canyon shall operate and
maintain, at its expense the Elk Springs Association Water Rights and the Elk Springs
Water Facilities. The Elk Springs Association and Red Canyon shall operate and maintain
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the Elk Springs Association Water Rights and the Elk Springs Water Facilities in a
reasonable and good faith manner. Except for the payments expressly required by this
Agreement, the Pinyon Mesa Association shall have no responsibility to share in the
ongoing cost of the ownership, operations, maintenance and repair of the Elk Springs
Association Water Rights or the Elk Springs Water Facilities.
5. Water Shortage. In the event of a shortage of water due to lack of physical
or legal water availability such that Red Canyon cannot satisfy all of its monthly basic
allotment water service obligations throughout the Los Amigos Ranch P.U.D., including the
obligations to the Pinyon Mesa P.U.D., then any necessary curtailment shall be
administered on a pro rata reduction basis without discrimination between residents of the
Pinyon Mesa P.U.D. and members of the EIk Springs Association.
6. Service Fees and Charges. In consideration of Red Canyon operating and
maintaining the EIk Springs Water Facilities and the delivery of water as provided herein,
the following terms shall apply:
a. On the 1st day of each month for so long as this Agreernent terrrairr5
in effect, the Pinyon Mesa Association shall pay to Red Canyon the sum of $314.00
per month (the "Monthly Minimum Charge"). In exchange for payment of the
Monthly Minimum Charge, Red Canyon shall deliver up to 100,000 gallons of water
each month to the Point of Delivery. The Monthly Minimum Charge shall be
adjusted annually in accordance with Paragraph 9. of this Agreement.
b. In addition to the Monthly Minimum Charge the Pinyon Mesa
Association shall pay to Red Canyon a monthly charge in the amount of $3.14 per
thousand gallons of water or a portion thereof (hereinafter "Monthly Allotment
Charge") over 100,000 gallons delivered by Red Canyon to the Point of Delivery,
adjusted annually in accordance with Paragraph 9. of this Agreement. The Monthly
Allotment Charge shall apply to each 1,000 gallons of water delivered during each
month above 100,000 gallons of water up to the amount of 1,400,000 gallons of
water.
c. In the event that water in excess of 1,400,000 gallons a month is ever
delivered, i.e. Supplemental Water, then Pinyon Mesa Association shall pay to Red
Canyon a monthly charge in the amount of $5.27 per thousand gallons of water or
a portion thereof ("Supplemental Water Charge") over 1,400,000 gallons delivered
by Red Canyon to the Point of Delivery adjusted annually in accordance with
Paragraph 9. of this Agreement.
7. Construction of Filing 2 Water Facilities. Prior to delivery of any water
pursuant to this Agreement to Filing 2, Pinyon Mesa P.U.D. Developer at its sole cost and
expense must construct the Filing 2 Water Facilities to plans and specifications acceptable
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to Red Canyon and in accordance with all applicable state and local regulations, if any.
Prior to the commencement of construction of any of the Filing 2 Water Facilities,
Developer shall submit plans and specifications for such construction to Red Canyon for
approval. No construction shall occur without the prior approval by Red Canyon of such
plans and specifications. Red Canyon shall have the right to inspect the installation and
construction of all elements of the Filing 2 Water Facilities at all stages of construction.
Upon completion of construction and prior to the delivery of water, Red Canyon shall have
the right to have any and all elements of the Filing 2 Water Facilities tested to ensure that
they perform to the satisfaction of Red Canyon. All costs incurred by Red Canyon in
connection with its responsibilities in this paragraph shall be reimbursed by Developer.
8. Manner of gyment.
a. On the lst day of each month during the term hereof, Pinyon Mesa
Association shall pay the Monthly Minimum Charge, as described above in
Paragraph 7.a, to Red Canyon at its address provided in Paragraph 24. below.
b. On or before the tenth (10`h) day of every month during the term
hereof, Red Canyon shall bill the Pinyon Mesa Association for the quantity of water
delivered in the preceding month. Within ten (10) days of the date said billing is
issued, Pinyon Mesa Association shall pay, without deduction or setoff, the Monthly
Allotment Charge, and the Supplemental Water Charge if applicable, to Red Canyon
at its address provided in Paragraph 24. below.
c. In the event Pinyon Mesa Association fails to remit the Monthly
Minimum Charge, Monthly Allotment Charge or Supplemental Water Charge, orfails
to reimburse Red Canyon in the manner and time period provided herein, Red
Canyon, at its election, may, in addition to any other remedies provided for herein
or by law:
i. Assess a late charge not to exceed twenty percent (20%) of the
amount due; and/or
ii. Recover interest at the rate of eighteen percent (18%) per
annum, on the unpaid and overdue balance; and/or
iii. If a sum exceeding $500.00 remains unpaid, curtail delivery of
water under this Agreement until all amounts owing have been paid.
iv. Enforce the payment obligations by any and all other lawfully
available means, including suits for collection.
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In any event, Red Canyon shall be entitled to recover all costs incurred in the collection of
delinquent payments, including reasonable attorneys' fees, recording fees, filing fees, and
court costs.
9. Modification of Fees and Charges.
a. The monthly charges shall be adjusted annually by Red Canyon no
later than January 31, 2014 and no laterthan the 31' day of each January thereafter
(retroactive to January 1 of each year), to reflect the change in the purchasing
power of the dollar. Such adjustments are based on the Consumer Price Index
("Index"), published by the Bureau of Labor Statistics.
b. To compute the automatic annual adjustment, the Index number for
the United States as a whole in the column entitled "All items" for the month of June
2013, is used as the "Base Index Number" and the corresponding Index number for
the month of June of each year during the term of this Agreement is considered the
"Current Index Number." The Current Index Number is compared with the Base
Index Number, and the monthly charges are adjusted in the same ratio that the
Current Index Number bears to the Base Index Number. The resulting sums
establish the new charges for the following year. The new charges so computed
remain in effect from the annual date of adjustment for one year, at which time the
monthly charges are again automatically adjusted according to this formula:
If publication of the Index, in its entirety, oras necessary for the
adjustment herein, shall be discontinued, the parties hereto shall thereafter
accept comparable statistics on the cost of living as computed and published
by an agency of the United States or by a responsible financial periodical of
recognized authority then to be selected by the parties hereto or, if the
parties cannot agree upon a selection, by arbitration.
ii. In the eventthe Index shall hereafter be converted to a different
standard reference base or otherwise revised, the parties shall use such
conversion factor, formula, or table for converting the Index as may be
published by the Bureau of Labor Statistics for said purpose, or failing such,
publication, by any other recognized publisher or similar statistical information
selected by the parties hereto, or, if the parties cannot agree upon a
selection, by arbitration.
10. Ownership and Operation of Filing 1 Water Facilities.
a. The Pinyon Mesa Association is and shall at all times be the owner of
and responsible for the Filing 1 Water Facilities. As such, the Pinyon Mesa
Association shall, at its sole expense, be fully responsible to operate, maintain and
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repair the Filing 1 Water Facilities to the same standards and specifications that Red
Canyon exercises with respect to the Elk Springs Water Facilities in place as of the
date of this Agreement.
b. In addition to the fees set forth above, the Pinyon Mesa Association
may also assess individual water users additional fees such as tap fees, system
improvement fees or other fees and charges to reimburse or offset the costs
associated with the installation, ownership, operation or maintenance of the Filing
1 Water Facilities; any such fees assessed by the Pinyon Mesa Association shall
accrue to it only.
c. The Pinyon Mesa Association shall be responsible for and shall
indemnify Red Canyon and the Elk Springs Association for any damage to the Filing
1 Water Facilities or any residence connected to the Filing 1 Water Facilities and
from and against any and all claims and damages arising out of Pinyon Mesa
Association's failure to properly maintain the Filing 1 Water Facilities, including
without limitation excessive water pressure in the Filing 1 Water Facilities. The
obligations of this Paragraph commenced on December 3, 2008, the date that the
Filing 1 Water Facilities were conveyed to the Pinyon Mesa Association.
d. Upon being advised that the Pinyon Mesa Association has failed to
adequately maintain, repair or replace any element of the Filing 1 Water Facilities,
Red Canyon shall provide the Pinyon Mesa Association with written notice of this
information and provide the Pinyon Mesa Association with ten days to effect such
repair or replacement as necessary, or such longer period as is reasonably
necessary to effect such work provided the work is commenced and pursued with
due diligence. If the Pinyon Mesa Association does not complete such repair or
replacement within the designated time period, then Red Canyon shall have the
right, but not the obligation, to enter the Pinyon Mesa P.U.D. for the purpose of
inspecting and making such repair or replacement as necessary at the Pinyon Mesa
Association's sole expense, and the Pinyon Mesa Association agrees that it shall
reimburse Red Canyon all of Red Canyon's expenses incurred in performing such
maintenance, repair or replacement within fifteen (15) days of receipt of invoice from
Red Canyon for such expense. Notwithstanding the foregoing, in the event of an
emergency that requires immediate attention to protect against damage to persons
or property and Red Canyon is advised of the same, Red Canyon may, but is not
obligated to, perform emergency repairs and replacement as necessary without
providing advance notice to the Pinyon Mesa Association. in such circumstance,
Red Canyon shall use reasonable efforts to notify the Pinyon Mesa Association of
the emergency in order for the Pinyon Mesa Association to address such
emergency.
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11. interim Ownership and Operation of Filing 2 Water Facilities. Until the Filing
2 Water Facilities are conveyed to and accepted by the Pinyon Mesa Association,
Developer shall at all times be the owner of and responsible for the Filing 2 Water Facilities.
During its term of ownership, Developer shall, at its sole expense, be fully responsible for
maintenance and repair of the Filing 2 Water Facilities to the same standards and
specifications that Red Canyon exercises with respect to the Elk Springs Water Facilities.
Developer shall be responsible for and shall indemnify Red Canyon, the Elk Springs
Association and the Pinyon Mesa Association for any damage to the Filing 2 Water
Facilities from and against any and all claims and damages arising out of Developer's
failure to properly maintain the Filing 2 Water Facilities, including excessive water pressure
in the Filing 2 Water Facilities. No residence in Filing 2, Pinyon Mesa P.U.D. may be
connected to the Filing 2 Water Facilities until the Filing 2 Water Facilities have been
conveyed to and accepted by the Pinyon Mesa Association. Upon conveyance to and
acceptance by the Pinyon Mesa Association of the Filing 2 Water Facilities, Developer shall
be released from its obligations under this Agreement.
12, Ownership and Operation of Filing 2 Water Facilities.
a. After the Filing 2 Facilities are conveyed to and accepted by the
Pinyon Mesa Association from Developer, the Pinyon Mesa Association shall at all
times be the owner of and responsible for the Filing 2 Water Facilities. As such, the
Pinyon Mesa Association shall, at its sole expense, be fully responsible to operate,
maintain and repair the Filing 2 Water Facilities to the same standards and
specifications that Red Canyon exercises with respect to the Elk Springs Water
Facilities.
b. In addition to the fees set forth above, Pinyon Mesa Association may
also assess individual water users additional fees such as tap fees, system
improvement fees or other fees and charges to reimburse or offset the costs
associated with the installation, ownership, operation or maintenance of the Filing
2 Water Facilities; any such fees assessed by the Pinyon Mesa Association shalt
accrue to it only.
c. The Pinyon Mesa Association shall be responsible for and shall
indemnify Red Canyon and the Elk Springs Association for any damage to the Filing
2 Water Facilities or any residence connected to the Filing 2 Water Facilities and
from and against any and all claims and damages arising out of Pinyon Mesa
Association's failure to properly maintain the Filing 2 Water Facilities, including
without limitation excessive water pressure in the Filing 2 Water Facilities.
d. Upon being advised that the Pinyon Mesa Association has failed to
adequately maintain, repair or replace any element of the Filing 2 Water Facilities,
Red Canyon shall provide the Pinyon Mesa Association with written notice of this
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information and provide the Pinyon Mesa Association with ten days to effect such
repair or replacement as necessary, or such longer period as is reasonably
necessary to effect such work provided the work is commenced and pursued with
due diligence. If the Pinyon Mesa Association does not complete such repair or
replacement within the designated time period, then Red Canyon shall have the
right, but not the obligation, to enter the Pinyon Mesa P.U.D. for the purpose of
inspecting and making such repair or replacement as necessary at the Pinyon Mesa
Association's sole expense, and the Pinyon Mesa Association agrees that it shall
reimburse Red Canyon all of Red Canyon's expenses incurred in performing such
maintenance, repair or replacement within fifteen (15) days of receipt of invoice from
Red Canyon for such expense. Notwithstanding the foregoing, in the event of an
emergency that requires immediate attention to protect against damage to persons
or property and Red Canyon is advised of the same, Red Canyon may, but is not
obligated to, perform emergency repairs and replacement as necessary without
providing advance notice to the Pinyon Mesa Association. In such circumstance,
Red Canyon shall use reasonable efforts to notify the Pinyon Mesa Association of
the emergency in order for the Pinyon Mesa Association to address such
emergency.
13. Increased Treatment Standards. In the event that during the term of this
Agreement, any statute, ordinance, regulation, or order of any federal, state, or local
government or its agencies is duly enacted, promulgated, or issued which requires Red
Canyon to treat or monitor water to be delivered under this Agreement to an extent greater
than the level and quality of treatment provided by Red Canyon on the date of this
Agreement or which requires Red Canyon to modify or supplement the treatment methods
or the Elk Springs Water Facilities on the date of this Agreement, Red Canyon agrees to
use its best efforts without unreasonable delay to provide the additional or modified
treatment; provided, however, that notwithstanding anything in this Agreement to the
contrary, Red Canyon shall be entitled to charge the Pinyon Mesa Association a
proportionate share of the cost of providing such additional or different treatment. The
proportionate cost of the additional or modified treatment borne by Filings 1 and 2 of the
Pinyon Mesa P.U.D. shall be based upon their yearly percentage use of all water delivered
to water users through the Elk Springs Water Facilities and the Filing 1 and Filing 2 Water
Facilities at the time Red Canyon becomes subject to such additional or modified treatment
requirements.
14. Water Rights.
a. In the eventthat the Elk Springs Association's Water Rights shall ever,
during the term or of this Agreement, be or become partially or wholly inadequate
or insufficient, physically or legally to supply water as set forth in this Agreement,
Red Canyon agrees to exercise its reasonable and good faith efforts to secure such
additional sources of water, water rights, and/or the necessary water court approvals
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to permit continual delivery of a potable water supply to the Pinyon Mesa P.U.D. as
herein provided. Red Canyon shall be entitled to charge the Pinyon Mesa
Association a proportionate share of its additional investment in the manner similar
to that set forth in Paragraph 13. above.
b. All water furnished under this Agreement is for the use of the owners
of property within the Pinyon Mesa P.U.D., their guests and invitees. Said use shall
not include any reuse successive uses of such water.
c. The Pinyon Mesa Association shall comply with the terms of all
applicable covenants of the Los Amigos Ranch P.U.D. regarding allowable area of
lawn irrigation and enforce the same.
d. The Pinyon Mesa Association agrees to comply with the terms and
conditions of the decrees for the Elk Spring Association Water Rights.
15. Liability Linii(ation. Red Canyon agrees to exercise reasonable and good -
faith efforts to furnish potable water to the Pinyon Mesa P.U.D. as provided herein. Red
Canyon shall not be liable for any loss or damage, whether direct, indirect, or
consequential, for any failure to supply potable water to the Pinyon Mesa P.U.D. or for
excessive water pressures in the Pinyon Mesa P.U.D.
16. Title and Ownership.
a, Red Canyon represents that it has full right and authority under the
Management Agreement to furnish water in accordance with the terms herein.
Nothing within this Agreement shall be construed as granting, relinquishing, or
otherwise conveying any rights, title, or interest in the Elk Springs Water Facilities
or the Elk Springs Association Water Rights to the Pinyon Mesa Association,
17. Default; Notice to Cure. In addition to the rights set forth in Paragraphs 8.,
10., 11, and 12., in the event that any party to this Agreement shall fail to keep or perform
any covenant, term, or provision hereof required to be kept or performed by such party
according to the terms and provisions of this Agreement, specifically including the failure
to pay any and all fees or charges due under this Agreement, the non -defaulting party shall
give the defaulting party written notice specifying the particular default or defaults. The
defaulting party shall have such time as provided in said notice, which period of time shall
in no event be less than twenty days in which to cure such default or defaults within the
period of the notice, or such longer period as is reasonably necessary to effect such cure
provided that efforts are commenced and pursued with due diligence; except when the
default is a failure to make any payments required herein, the cure period shall be five
days. During the period of time provided to cure defaults, neither party shall initiate against
the other party legal proceedings for breach of this Agreement.
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18. Termination.
a. Red Canyon, in its sole discretion, may terminate this Agreement and
Red Canyon's obligation under this Agreement or otherwise to supply water to the
Pinyon Mesa Association upon the occurrence of any of the following:
i. Upon a determination by a court of competent jurisdiction that
Red Canyon is a public utility for purposes of the delivery and sale of water
to the Pinyon Mesa Association under this Agreement or otherwise and/or is
subject to regulation by and the jurisdiction of the Colorado Public Utilities
Commission.
ii. Upon a determination by a court of competent jurisdiction that
Red Canyon orthe delivery and safe ofwater to the Pinyon Mesa Association
and the Pinyon Mesa P.U.D. under this Agreement or otherwise is subject to
rate regulation by the Garfield County Board of County Commissioners.
iii. Upon a failure by the Pinyon Mesa Assoclatlon to cure a default
pursuant to Paragraphs 8, 10., 11., 12. and 17. of this Agreement, Red
Canyon's right to outstanding service charges, fees, and costs under- this
Agreement and Red Canyon's rights to impose the penalties described in
Paragraph 8. above shall survive termination of this Agreement.
The failure to declare this Agreement terminated upon failure to cure a default shall not
constitute a waiver of such default or the rights provided for herein as to any other default.
Pursuit of any of the foregoing remedies shall not preclude pursuit of any of the other
remedies herein provided or any other remedies provided by law, nor shall pursuit of any
remedy herein provided constitute a forfeiture or waiver of any payment due to Red Canyon
hereunder or of any damages accruing to Red Canyon by reason of the violation of any of
the provisions herein contained. No waiver by Red Canyon of any violation of any of the
provisions herein contained shall constitute a waiver of any other violation of any of the
provisions herein contained. Red Canyon's acceptance of payments hereunder after the
occurrence of a default shall not be construed as a waiver of such default unless Red
Canyon so notifies the Pinion Mesa Association in writing. Forbearance by Red Canyon
to enforce one or more of the remedies herein provided upon a default shall not be deemed
or construed to constitute a waiver of such default. The receipt by Red Canyon of payment
with knowledge of the Pinyon Mesa Association's violation of any provision contained in this
Agreement shall not constitute a waiver of the known violation or any other violation of any
of the provisions contained herein. The Pinyon Mesa Association shall pay all of Red
Canyon's costs, expenses, and reasonable attorneys fees in pursuing Red Canyon's rights
or remedies hereunder or as provided by law.
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b. The Pinyon Mesa Association, in its sole discretion, may terminate this
Agreement upon the occurrence of any of the following:
The failure by Red Canyon to deliver water to the Pinyon Mesa
P.U.D. as provided herein for more than ten consecutive days unless such
failure is caused by or a result of: acts of God, criminal acts of third parties,
enforcement of laws or regulations of federal, state, or local governmental
entities; or
ii. Upon a failure by Red Canyon to cure a default pursuant to
Paragraph 17. of this Agreement.
19. Term of This Agreement.
a. Unless sooner terminated pursuant to the provisions of Paragraph 18.
hereof, the initial term of this Agreement shall be for a primary term of ten years
from the date of execution of this Agreement. Developer or the Pinyon Mesa
Association, whichever is the owner of the Filing 2 Water Facilities at the time, shall
have the right to renew this Agreement for eight successive five-yearterms following
the primary term upon the same terms and conditions, except as follows:
The Minimum Monthly Charge, Monthly Allotment Charge and
Supplemental Water Charge shall be set at the beginning of each renewal
period at a rate that will provide Red Canyon an amount equal to the Pinyon
Mesa Association's proportional share of Red Canyon's actual costs for
operation and maintenance, together with a reserve for replacement,
together with a profit of ten percent (10%) per annum; provided, however,
that such charges shall in no event be less than the amount charged at the
end of the primary term or at the end of any renewal term.
ii. The Pinyon Mesa Association's proportional share shall be
based upon Pinyon Mesa Association's percentage usage of the Elk Springs
Water Facilities.
b. The Elk Springs Association and Red Canyon agree that so long as
this Agreement has not been previously terminated or in default, upon the
conclusion of the Management Agreement, either at the expiration of its current
term, any renewal term, or for any other reason, Red Canyon may assign all of its
rights and obligations under this Agreement to the Elk Springs Association, and the
Elk Springs Association may assume all of such rights and obligations upon the
same terms and conditions of this Agreement to the extent it has not otherwise
contracted with a third party to provide operation and management services.
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c. Upon the expiration of any remaining term of this Agreement the Elk
Springs Association shall have the right to modify the rates, charges, or other terms
and conditions upon which it will continue to deliver waterto the Pinyon Mesa P.U.D.
upon twelve (12) months prior written notice to the Pinyon Mesa Association, subject
however to the limitation, that the EIk Springs Association shall not have the right
to increase the rates or charges for water delivered to the Pinyon Mesa P.U.D. to
an amount which is more than ten percent greaterthan the rates and charges for the
same amount of water assessed by the EIk Springs Association upon its own water
users. in the event that the Pinyon Mesa Association is unwilling to accept the
modifications proposed by the EIk Springs Association, then the Pinyon Mesa
Association shall have the right to terminate this Agreement upon the expiration of
said twelve month period.
20. Force Majeure. It is expressly agreed that the rights and obligations of the
parties shall be suspended whenever either party is unable to perform for reasons beyond
its control or as a result of an act of God or an act of a third party.
21. Service Interruption. In the event Red Canyon needs to stop or curtail the
diversion or withdrawal of water or the delivery of water to the Pinyon Mesa P.U.D. for
maintenance or reconstruction purposes, it shall have the right, upon reasonable advance
notice to the Pinyon Mesa Association to temporarily suspend or curtail the delivery of
water to the Pinyon Mesa P.U.D. for the purpose of such maintenance or reconstruction.
22. Fire Flows. The water available at the Point of Delivery shall be sufficient to
deliver 1073 gallons per minute at 20 psi which should be adequate under IFC
Section B105 to provide fire flow to single family dwellings of fess than 3,600 square feet.
Except for the foregoing Red Canyon makes no representation or warranty concerning the
adequacy of the flows available to the Point of Delivery for fire protection purposes within
the Pinyon Mesa Association. Notwithstanding anything in this Agreement to the contrary,
any water delivered through the Point of Delivery for actual use to fight a fire shall not be
subject to the charges set forth in this Agreement. In the event of such emergency use of
water the parties shall instead work together to establish a fair and reasonable cost of such
water in Tight of the circumstances and in consideration of the actual additional cost to Red
Canyon, if any, of producing and delivering such emergency supply of water.
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23. Notices. Notice under this Agreement shall mean personal service or service
by registered or certified mail, United States mail, postage prepaid, at the following
addresses:
Pinyon Mesa Association:
Red Canyon:
Elk Springs Association:
Developer:
Pinyon Mesa Homeowners Association,
Inc.
c/o Karp Neu Hanlon PC,
P.O. Drawer 2030
Glenwood Springs, Colorado 81602
Red Canyon Water Company
2929 County Road 114
Glenwood Springs, CO 81601
Elk Springs Homeowners Association
2929 County Road 114
Glenwood Springs, CO 81601
RE Development Corp.
21 County Road 126
Glenwood Springs, Colorado 81601
24. Specific Performance. It is specifically understood and agreed that the rights
acquired by each party hereto are such that the failure of the other party to perform its
obligations hereunder would do irreparable harm to the non -defaulting party and there
would be no adequate remedy at law. Accordingly, it is agreed that, in addition to any other
equitable or legal remedies, the obligations of the parties hereto shall be specifically
enforceable in any court of competent jurisdiction.
25. Attorneys' Fees. In any dispute between the parties to this Agreement, the
prevailing party shall be entitled to recover its costs, expenses and reasonable attorney's
fees.
26. Benefit. This Agreement shall extend to, be binding upon, and inure to the
benefit of the parties hereto and their heirs, successors, and assigns. Nothing in this
Agreement is intended to confer on any third person or entity any benefits, rights, or
remedies.
27. integrated Agreement. This Agreement supersedes and controls all prior
written and oral agreements and representations of the parties and is the total integrated
agreement among the parties with respect to the subject matter hereof. To the extent there
may be any inconsistency or conflict between the provisions of this Agreement, the
844558 12/23/2013 10:22:49 AM Page 16 of 16
Jean Alberico, Garfield County, Colorado
Rec Fee: $86.00 Doc Fee: $0.00 eRecorded
PINYON MESA WATER DELIVERY AGREEMENT
Page 16
Transfer Agreement and the Management Agreement, the provisions of this Agreement
shall control as to such conflicts or inconsistencies.
28. Authority to Execute. By signing this Agreement, the parties acknowledge
and represent to one another that all procedures necessary to validly contract and execute
this Agreement have been performed and that the persons signing for each party have
been duly authorized to do so.
29. Counteparts. This Agreement may be signed in any number of counterparts,
each of which shall be an original for all purposes, but all of which taken together shalt
constitute only one agreement.
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed
by their authorized representatives.
ELK SPRINGS HOMEOWNERS
ASSOCIATION4 a Color- • ■ nonprofit Colorado corporation
corporation
RED CANYON WATER COMPANY, a
Ga cElwee, President
PINYON MESA HOMEOWNERS
ASSOCIATION, INC., a Colorado
nonprofit corporation
Bv:
Tony Thompson, President
By: �.---- /
Thomas E. Neal, Presid= t
RE Development Corp. a Colorado
corporation
Scott W. Dillard, President
EXHIBIT
/7
PINYON MESA
TRAFFIC IMPACT STUDY
Garfield County, Colorado
prepared for
JOHN ELMORE II
Aspen, Colorado
prepared by
Schmueser Gordon Meyer
Glenwood Springs, Colorado
May 2006
Updated: October 2006
ASPEN OFFICE
601 East Hyman Avenue
Aspen, Colorado 81611
Telephone: (970) 925-1936
Facsimile: (970) 925-3008
GLENWOOD SPRINGS OFFICE
The Denver Centre
420 Seventh Street, Suite 100
Glenwood Springs, Colorado 81601
Telephone: (970) 947-1936
Facsimile: (970) 947-1937
GARFIELD & HECHT, P.C.
ATTORNEYS AT LAW
Since 1975
www.garfieldhecht.com
October 6, 2006
Daniel Roussin
Colorado Department of Transportation
Via e-mail Daniel.Roussin@dot.state.co.us
Re: Pinyon Mesa Subdivision, Garfield County
Dear Mr. Roussin:
AVON OFFICE
Avon Town Square, Unit 104
0070 Benchmark Road
Post Office Box 5450
Avon, Colorado 81620
Telephone: (970) 949-0707
Facsimile: (970) 949-1810
BASALT OFFICE
110 Midland Avenue, Suite 201
Basalt, Colorado 81621
Telephone: (970) 927-1936
Facsimile: (970) 927-1783
David H. McConaughy, Esq.
Glenwood Springs Office
dmc conanehriRlearlieldhechi.com
I represent the owner/developer of the proposed Pinyon Mesa Subdivision in
Garfield County, and I write in response to your email to Fred Jarman dated August 13,
2006.
As I understand it, your position is that an access permit would be required for the
intersection of County Road 114 and State Highway 82 pursuant to Section 2.6(3) of the
State Highway Access Code, which provides that existing legal access does not require a
modification of an existing permit unless a change in land use would increase traffic
volume by 20 percent or more. If you are relying on some other code provision, please
let me know.
The May 2006 traffic study prepared by Schmueser Gordon Meyer indicates that
peak traffic volume impacts to the SH82/CR114 intersection would increase by less than
20%. Specifically, that report indicates, at Figure 5, that projected PM peak volume
without the project in 2026 would be 406 trips. Pinyon Mesa is projected to generate a
PM peak volume of 81 trips. 81 divided by 406 yields 19.95%, which is less than the
threshold. Additionally, that calculation assumes that 100% of the 81 trips would impact
the Highway 82 intersection. Realistically, as reflected in the report, at least a few of
those trips may be expected to be heading in other directions. Thus, even the May 2006
report shows that the traffic impacts are below the 20% threshold.
Additionally, the May 2006 report was based on traffic counts conducted in
March of 2005 and May of 2006. SGM conducted a more recent traffic count this week,
Daniel Roussin
Colorado Department of Transportation
October 6, 2006
Page 2 of 2
and an updated report is enclosed. Significantly, the traffic study this week was
conducted on a rainy day when there was visibly less traffic generated from the
contractor offices near the Highway 82/CR114 intersection as well as less construction
traffic to and from the numerous active construction sites up CR114. Even despite those
factors, the study found that existing background traffic had increased since the prior
studies in 2005 and 2006. Using the same assumptions for projected impacts from
Pinyon Mesa, again without accounting for traffic volume that would not impact the
intersection, the resulting increase is now shown to be 16% during the AM peak hour and
18% during the PM peak hour.
Accordingly, under either study, the development is below the 20% trigger for an
access permit under the State Highway Access Code. Please let me know if you concur.
Because this matter is set for a public hearing on October 11, 2006, your prompt response
would be very much appreciated.
Thank you.
DHM:jac
Cc: Fred Jarman
Debbie Duley
John Elmore
135807-1
Very truly yours,
GARFIELD & HECHT, P.C.
By: is/
David H. McConaughy
CONTENTS
Pinyon Mesa
Traffic Impact Study
PINYON MESA
TRAFFIC IMPACT STUDY
Garfield County, Colorado
1.0 INTRODUCTION 1
1.1 Project Overview 1
1.2 Site Location and Study Area Boundaries 1
1.3 Description of Site 2
2.0 EXISTING TRAFFIC CONDITIONS 2
3.0 FUTURE TRAFFIC CONDITIONS WITHOUT PINYON MESA 4
4.0 FORECAST PROJECT TRAFFIC 5
4.1 Traffic Generation 5
4.2 Adjustments to Trip Generation Rates 5
4.3 Trip Distribution 5
4.4 Project Trip Assignment 6
4.5 Traffic Forecasts with Pinyon Mesa 6
5.0 PROJECT IMPACTS 6
5.1 Peak Hour Intersection Level of Service 6
5.2 Turn Lane Storage Requirements 7
5.3 Site Distance at Pinyon Mesa Driveway 7
5.4 Internal Roadway Sections 7
6.0 SUMMARY OF FINDINGS 8
7.0 REFERENCES 8
TABLES AND FIGURES
APPENDIX A — Traffic Count Information & Forecasts
APPENDIX B — Traffix Output
Pinyon Mesa
Traffic Impact Study
List of Tables
Table 1.
Table 2.
Table 3.
Table 4.
Table 5.
Table 6.
Table 7.
Existing Intersection Level of Service Summary
Future Background Traffic Level of Service Summary
Estimated Traffic Generation
Future Total Traffic Level of Service Summary
2005 Existing Traffic (CDOT)
2011 Forecast Traffic (CDOT)
2026 Forecast Traffic (CDOT)
List of Figures
Figure 1.
Figure 2.
Figure 3.
Figure 4.
Figure 5.
Figure 6.
Figure 7.
Figure 8.
Figure 9.
Pinyon Mesa Vicinity Map
Site Plan
Existing Traffic Conditions
2011 Background Traffic
2026 Background Traffic
Pinyon Mesa Trip Assignment
2011 Total Traffic
2026 Total Traffic
Forecast ADT & Road Sections
ii
1.0 INTRODUCTION
Pinyon Mesa
Traffic Impact Study
PINYON MESA
TRAFFIC IMPACT STUDY
Garfield County, Colorado
1.1 Project Overview
This report assesses the expected traffic demands of the proposed Pinyon Mesa development
planned to be located on CMC Road (County Road 114) about a mile east of State Highway 82
(SH 82) in rural Garfield County. The approximately 60.5 -acre site is located along the south
side of CMC Road and is proposed to contain 80 single-family homes. Access to the site will be
provided at one driveway located along CMC Road. A second access on CMC Road located
closer to SH 82 will be for emergency purposes only and will not typically carry daily traffic.
This report was prepared in accordance with Garfield County standards and follows nationally
accepted traffic engineering procedures. This report contains the following analyses:
• An analysis of existing (2005-2006) roadway and traffic conditions in the
vicinity of the site.
• A determination of the volume of daily and peak hour traffic that would be
generated by the proposed development.
• A forecast of short-term (2011) and long-term (2026) background traffic
volumes on the adjacent street system.
• An evaluation of future traffic impacts caused by the proposed development.
These impacts are based on the total volume of traffic on the surrounding
roadway system and the resulting levels of service (LOS) at the adjacent
intersections and site access driveway.
• A determination of intersection and access improvements that would be
necessary to mitigate the traffic impacts caused by the proposed
development.
This traffic impact analysis supports the information necessary to compute the road impact fee
calculations provided in Appendix A of the Garfield County Development Standards.
1.2 Site Location and Study Area Boundaries
The proposed Pinyon Mesa development will be located 1.25 miles east of the intersection of
State Highway 82 & CMC Road (County Road 114). The vicinity map is shown on Figure 1.
The limits of the study include the intersection of State Highway 82 & CMC Road and the
intersection of the site's primary access driveway and CMC Road.
Major roadways in the immediate vicinity of the site are described below:
• CMC Road/County Road 114 is the primary two-lane roadway that connects the Roaring
Fork Valley/Highway 82 corridor with Spring Valley, which houses the Colorado
1 Schmueser Gordon Meyer
Pinyon Mesa
Traffic Impact Study
Mountain College campus and mostly limited residential development. The speed limit
on CMC Road in the vicinity of the site is 35 mph. The roadway provides two 12' travel
lanes and 2' gravel shoulders.
• State Highway 82 is a four -lane median divided highway with a posted speed of 55 mph
in the vicinity of the CMC Road intersection. Classified as an expressway (Category E-
X) by the State Highway Access Category Assignment Schedule (SHACAS), SH 82
provides two 12' travel lanes in each direction with acceleration and deceleration lanes
required at intersections. The existing westbound acceleration lane for westbound CMC
Road traffic at the 5H 82 intersection is approximately 400' long, providing less than
standard acceleration length (approximately 1180') for this classification of highway.
The existing eastbound deceleration lane for left turns from SH 82 to CMC Road is
equally short, providing 400' of storage for vehicles queued to turn left. Garfield County
Road 154 is the other minor leg at the CMC intersection that accesses southwest of SH
82.
1.3 Description of the Site
The proposed Pinyon Mesa will be located in rural Garfield County about half -way off the
Roaring Pork Valley floor on the way up to Spring Valley. Figure 2 shows the site plan. The
approximately 60.5 -acre site is proposed to contain 80 single-family homes. The site's
topography slopes down, from west to east, and has limited buildable acreage for homes.
The primary access point to the site is located approximately 1.25 miles from the intersection of
CMC Road and SH 82. It is located along a curve in the roadway, but provides adequate sight
distance for vehicles turning to and from the site. A secondary access point is proposed to be
located approximately 1,000' west of the primary driveway. This will function as an emergency
access and will be gated.
2.0 EXISTING TRAFFIC CONDITIONS
24-hour tube traffic counts were collected from May 4 — 11, 2006 on CMC Road, about a quarter
mile east of the intersection with SH 82. The volume recorded by the 24-hour counter could be
considered the volume that passes in front of the access to Pinyon Mesa, since there are no access
points between the counter location and the site driveway. On May 3-4, 2,249 vehicles passed by
the counter.
A recent turning movement count was obtained from All Traffic Data, Inc. for the intersection of
SH 82 and CMC Road that included counts from March 23, 2005. This turning movement count
was used for the existing SH 82 through volumes only. An updated turning movement count was
performed on Tuesday October 3, 2006 that recorded all turning movements onto and off of the
SH 82 corridor at the intersection. This was performed to get an accurate turning movement
count for the minor legs (CMC Road and CR 154) of the intersection.
The existing peak hour turning movements, CMC Road 24-hour volume, and the current
geometry of the study intersections are shown on Figure 3. AM and PM level of service
estimates were prepared in accordance with the Highway Capacity Manual (Transportation
Research Board, 4th Edition, 2000). For signalized intersections, the HCM measures level of
service in terms of seconds of delay per vehicle. This is also a measure of driver discomfort, fuel
consumption, and lost travel time. For signalized intersections, delay can be quantified by a
2 Schmueser Gordon Meyer
Pinyon Mesa
Traffic impact Study
number of variables including cycle length, green time, and volume -to -capacity ratio. The table
below relates the LOS to seconds of delay per vehicle at a signalized intersection.
LEVEL OF SERVICE CRITERIA
SIGNALIZED INTERSECTIONS
Level of Service Delay (seconds)
A (Highly Desirable) < 10.0
B (Desirable) 10.1 to 20
C (Acceptable) 20.1 to 35
D (Acceptable in Urban Areas) 35.1 to 55
E (Unacceptable) 55.1 to 80
F (Unacceptable) > 80
Source: Highway Capacity Manuel, 2000
For unsignalized intersections, the Highway Capacity Manual defines level of service and delay
for unsignalized intersections in terms of seconds of stopped delay per vehicle, which is based on
the number of acceptable gaps in the conflicting traffic stream. In general, the traffic movements
analyzed are those controlled by stop signs or yield signs, and the left turn movements from the
uncontrolled major street. The following table represents the level of service criteria for
unsignalized intersections:
LEVEL OF SERVICE CRITERIA
UNSIGNALIZED INTERSECTIONS
Level of Service
A (Highly Desirable)
B (Desirable)
C (Acceptable)
D (Acceptable in Urban Areas)
E (Unacceptable)
F (Unacceptable)
Delay (seconds)
< 10.0
10.1 to 15
15.1 to 25
25.1 to 35
35.1 to 50
> 50
Source: Highway Capacity Manua!, 2000
The "overall" intersection level of service at unsignalized intersections corresponds with the
highest delay experienced on a minor street approach. The results of' the capacity analysis based
on existing volumes counted in winter 20051faIl 2006 are shown in the following table. The
intersection of SH 82 and CMC Road was the only intersection analyzed under existing
conditions.
Table 1
Existing Intersection Level of Service Summary
Intersection
SH 82 & CMC Road
LOS
B
AM
DELAY
(s)
12.3
LOS
B
PM
DELAY (s)
11.7
1 — I)clay expressed as average delay per vehicle in sccondsfvahicle.
*Overall LOS and Delay based on weighted average of all movements
3 Schmueser Gordon Meyer
16
Pinyon Mesa
Traffic Impact Study
As shown in Table 1, the signalized intersection currently operates at acceptable levels of service
during the rnarning and afternoon peak hours. The acceptable level of service standard used by
most jurisdictions is LOS "C" in rural/suburban areas and LOS "D" in urban areas. CDOT
considers the LOS "D" rating as acceptable for the SH 82 corridor.
3.0 FUTURE TRAFFIC CONDITIONS WITHOUT PINYON MESA
For this analysis, background traffic forecasts for short-term and long-term time periods were
developed based on the forecast SH 82 traffic volumes found on CDOT's website. Traffic
volumes were compared with the existing and future forecast traffic volumes presented in
Working Paper #2 of the Garfield County Transportation Master Plan (LSC, 2005 Draft). The
volumes presented in this document were not specific, but rather provide a range of traffic
volumes. The CDOT forecasts for long-term traffic fall into the ranges of daily future volumes in
LSC's draft report. CDOT volumes were used for this analysis because they provided specific
volumes for the short- and long-term forecast years. These forecasts are attached to the end of
this report as Tables 5 — 7.
The forecast Average Annual Daily Traffic (AADT) for this section of SH 82 was found to be
26,243 vehicles per day in 2011 and 34,351 vehicles per day in 2026, compared with the 2005
AADT of 23,000 vehicles per day. Using the existing counts and turning distributions at the SH
82 & CMC Road intersection, the AADT volumes given by CDOT were adjusted to produce
morning and afternoon peak hour turning movement volumes at the signalized intersection for the
short- and long-term years. The short-term background peak hour volumes are shown an Figure
4, while the long-terrn background peak hour volumes are shown on Figure 5. 'fhe resulting
intersection level of service for background traffic operations is also shown on the figures.
The intersection of SH 82 & CMC Road was analyzed in both future years assuming the existing
geometric conditions (laneage) at the intersection. Capacity analysis of the short- and long-term
background traffic volumes were conducted in accordance with the Highway Capacity Manual
and are shown below on Table 2.
Table 2
Future Background Traffic Level of Service Summary
Intersection
Short-term Background 2011
SH 82 & CMC Road
Pinyon Mesa & CMC Road 2
Long-term Background 2026
SH 82 & CMC Road
Pinyon Mesa & CMC Road 2
LOS
B
A
D
A
AM
DELAY
(s)
17.1
0.0
41.0
0.0
LOS
B
A
E
A
PM
DELAY (s)
18.0
0.0
70.0
0.0
1— Intersection analyzed as a signalized intersection
2 — intersection analyzed as a stop -controlled intersection
As the table shows, the study intersections are all forecast to operate within acceptable standards
in the AM and PM peak hours through the short-term (2011). In the long -tern (2026), the
intersection of SH 82 & CMC Road is forecast to operate at LOS "D" in the AM peak and LOS
"E" in the PM peak. The LOS "E" rating is attributed to the growth in the mainline SH 82
4 Schmueser Gordon Meyer
Pinyon Mesa
Traffic Impact Study
volumes, combined with additional side street traffic growth. LSC's draft report shows that the
section of CR 154 west of SH 82 is forecast to operate in the LOS "EIF" range in the year 2025.
According to this same report, the section of CMC Road east of SH 82 (to Pinyon Mesa) is
forecast to operate at LOS "B" in the year 2025. The results of the future background traffic
capacity analyses are also shown on Figure 4 and Figure 5.
4.0 FORECAST PROJECT TRAFFIC
4.1 Traffic Generation
Trip generation rates for the proposed land use for the Pinyon Mesa development were based on
Trip Generation (Institute of Transportation Engineers, 7th Edition, 2003). Trip estimates shown
on Table 3 summarize the total trips expected to be generated by the development during the AM
and PM peak hours and on an average weekday.
Table 3
Estimated Traffic Generation
Land Use # of DAILY AM AM PM PM
UNITS TRIPS IN OUT IN OUT
Single -Family Detached Homes 80 766 15 45 51 30
Total Traffic Generation 766 15 45 51 30
1- 1TE Land Use Code #210, trip rate based on number of dwelling units
As Table 3 shows, the single-family homes proposed in Pinyon Mesa will generate approximately
766 daily trips on an average weekday. The site is expected to generate approximately 60 trips in
the AM peak hour and 81 trips in the PM peak hour upon buildout of the site.
4.2 Adjustments to Trip Generation Rates
This site is part of an overall master plan for Los Amigos, and home size and lot size are
restricted by the master plan agreement. Considering that the maximum lot size is small (10,000
SF) and the units will be comparatively affordable (when compared to other projects in the
valley), SGM assumed all units would be primary residences. No adjustments were made to the
trip generation rates used to account for second homes or vacation homes. All traffic generated
by Pinyon Mesa was assumed to be external traffic; meaning that each trip generated will enter or
exit the site at the site's primary access point. No trips were reduced to account for transit use,
allowing a conservative estimate of project traffic generation.
4.3 Trip Distribution
Estimates of the directional distribution of site -generated traffic were based on existing traffic
patterns in the vicinity of the site. The existing traffic split (ratio of traffic turning right and left)
from CMC Road onto State Highway 82 was used to estimate the distribution of site traffic. For
this analysis, 10% of site traffic was assumed to be oriented toward Spring Valley or east on
CMC Road, 50% was oriented toward Glenwood Springs on SH 82, 30% was oriented toward
Carbondale on SH 82, and the remaining 10% was oriented west of SH 82 on County Road 154.
The directional distribution assumptions were used to evaluate both short- and long-term total
traffic scenarios.
5 Schmueser Gordon Meyer
Pinyon Mesa
Traffic impact Study
4.4 Project Trip Assignment
The assignment of site -generated traffic to the study intersections was made by applying the
directional distribution percentages to the trip generation estimates found in Table 3. The
resulting assignment of traffic to the study intersections including distribution percentages is
shown on Figure 6.
4.5 Traffic Forecasts with the Proposed Development
Traffic forecasts with the proposed Pinyon Mesa development were derived by combining the
site -generated traffic depicted in Figure 6 with the short- and long-term future background traffic
volumes depicted in Figures 4 and 5, respectively. The resulting total traffic forecasts are
summarized on Figure 7 for the short-term scenario (2011) and on Figure 8 for the long-term
scenario (2026).
5.0 PROJECT IMPACTS
5.1 Peak Hour Intersection Level of Service
Buildout AM and PM level of service estimates, which include Pinyon Mesa traffic demand, were
prepared in accordance with the latest edition of the Highway Capacity Manual and are
summarized on Table 4 for the short-term and long-term total traffic scenerios. The Pinyon Mesa
approach to the stop -controlled intersection at CMC Road is assumed to contain exclusive lett-
turn and right -turn lanes. No turn lanes on CMC Road at the site access point were assumed.
Table 4
Future Total Traffic Level of Service Summary
1 — Intersection analyzed as a signalized intersection
2 — Intersection analyzed as a stop -controlled intersection
As the table shows, each study intersection is forecast to operate within acceptable standards in
2011 with the buildout of the Pinyon Mesa development. The long-term operational results show
that the intersection of SH 82 and CMC Road is forecast to remain at LOS "E" with the addition
of site traffic to the background volumes. The decrease in overall average delay per vehicle (70.0
seconds in 2026 background vs. 66.6 seconds in the total traffic scenario) is a result of adding
traffic to a leg or movement that had a better than average delay. Since overall delay is calculated
as a weighted average of traffic delay per leg, adding traffic to a "low" delay movement
(comparatively speaking) will ultimately lower the overall average delay calculated for the
6 Schmueser Gordon Meyer
AM
PM
Intersection
LOS
DELAY
(s)
LOS
DELAY (s)
Short-term Total Traffic (2011)
SH 82 & CMC Road 1
B
17.4
C
20.2
Pinyon Mesa & CMC Road 2
B
10.3
B
10.8
_
Long-term Total Traffic (2026)
_
.
SH 82 & CMC Road 1
D
48.5
E
66.6
Pinyon Mesa & CMC Road 2
B
_ 10.9
B
11.5
1 — Intersection analyzed as a signalized intersection
2 — Intersection analyzed as a stop -controlled intersection
As the table shows, each study intersection is forecast to operate within acceptable standards in
2011 with the buildout of the Pinyon Mesa development. The long-term operational results show
that the intersection of SH 82 and CMC Road is forecast to remain at LOS "E" with the addition
of site traffic to the background volumes. The decrease in overall average delay per vehicle (70.0
seconds in 2026 background vs. 66.6 seconds in the total traffic scenario) is a result of adding
traffic to a leg or movement that had a better than average delay. Since overall delay is calculated
as a weighted average of traffic delay per leg, adding traffic to a "low" delay movement
(comparatively speaking) will ultimately lower the overall average delay calculated for the
6 Schmueser Gordon Meyer
Pinyon Mesa
Traffic Impact Study
intersection. Capacity improvements along SH 82 performed by others would be necessary to
achieve acceptable level of service ratings prior to the long-term scenario.
With the buildout of Pinyon Mesa, the SH 82/CMC intersection will see an 18% increase in PM
peak hour traffic volumes on the CMC Road approach, when compared to existing traffic
volumes on this leg. In the AM peak hour, the buildout of the Pinyon Mesa site increases the
traffic volume on the CMC approach by 16%.
5.2 Turn Lane Storage Requirements
Right and left turn deceleration lanes are not required along CMC Road at the primary access to
Pinyon Mesa. The need for these lanes was based on information found in the State of Colorado
State Highway Access Code, assuming CMC Road is classified as a 35 mph NR -B highway
(Non -rural Arterial Roadway). Right turn deceleration lanes are required when the peak hour
entering volume exceeds 50 vph. Left tum deceleration lanes are required when the peak hour
entering volume exceeds 25 vph. During the PM peak hour, the forecast turning volumes into the
site are below the stated requirements for tum lanes, so no turn lanes will be constructed at the
primary access driveway to Pinyon Mesa.
5.3 Site Distance at Pinyon Mesa Driveway
The sight distance along CMC Road for vehicles entering the highway is adequate as a result of
the site's topography and existing conditions along the highway. As stated in the State Highway
Access Code, the required sight distance for Single Unit Trucks over 10,000 lb GVM along a two-
lane roadway is 455'. This distance is factored by 1.35 to account for the 5-7% downgrade on
CMC Road for westbound traffic (615'). Vehicles preparing to turn onto CMC Road from the
site will have over 455' of clear sight lines to the west and over 615' to the east along CMC Road
to make safe turning maneuvers from the site. For vehicles along CMC Road, the required sight
distance is less than that required for vehicles entering the roadway, so sight distance is sufficient
for all traffic ingress and egress movements.
5.4 Internal Roadway Sections
The roadways within the site have been analyzed to determine the forecast average daily traffic
(AUT) that each roadway section will typically serve on an average weekday. Depending on the
ADT expected, the roadway section will be sized according to Garfield County Road Standards.
Cordons were located at logical points in the main access driveway to show the amount of daily
traffic expected to pass each location as shown on Figure 9.
Two types of roadways will be constructed within Pinyon Mesa. The threshold at which a minor
collector section is needed over a secondary roadway section is when the ADT exceeds 400
vehicles per day (vpd). As Figure 9 shows, this occurs at the second intersection south of the
main driveway entrance on CMC Road. From the south approach of this intersection to the CMC
Road entrance, a minor collector roadway section shall be constructed. The remaining roadways
within Pinyon Mesa should be constructed to "Secondary Access" standards since the forecast
ADT's on these roadways are all below 400 vpd.
7 Schmueser Gordon Meyer
Pinyon Mesa
Traffic Impact Study
6.0 SUMMARY OF FINDINGS
The proposed Pinyon Mesa residential development is an approximately 60.5 -acre site planned to
contain 80 single-family homes. The entire development is estimated to generate approximately
766 vehicle trips on an average weekday. Of this daily volume, the site will generate
approximately 60 trips in the AM peak hour (55 of which are expected to access SH 82) and 81
trips in the 1'it'1 peak hour (77 of which are expected to access SH 82).
The intersection of the site driveway and CMC Road is shown to operate at acceptable levels of
service through the long-term time period (20 -years). The intersection of CMC Road and SH 82
is expected to operate at LOS "E" in the long-term year with or without the development of
Pinyon Mesa. Capacity improvements may be necessary at this intersection by others if the
forecast traffic grows at the rate CDOT assumes for the SH 82 corridor near CMC Road.
No turn lanes are necessary along CMC Road at the intersection of CMC Road and the Pinyon
Mesa primary driveway. The driveway approach will be constructed to allow two exiting turn
lanes (one in each direction) and an entering lane for inbound traffic. This approach will be
controlled by a stop sign. Adequate sight distance is provided for turning and stopping
maneuvers at the primary driveway to Pinyon Mesa.
7.0 REFERENCES
Garfield County Transportation Master Plan, (LSC, Draft 2005)
Highway Capacity Manual (Transportation Research Board, 4th Edition, 2000)
State of Colorado State Highway Access Code (Colorado Department of Transportation, August
1998)
Trip Generation (Institute of Transportation Engineers, 7th Edition, 2003)
Schmueser Gordon Meyer
1
Table 5 - 2005 Existing Traffic
End Ref
Route Ref Point
Point
082A
082A
082A
Start Point Description
ON SH 82 0.1 MI 8/0 BLAKE
AVE, GLENWOOD SPGS
ONSH82W/OSH 133
ON SH 820.3 MIEI0SH133
Annual
Average
Daily
Traffic
23,000
17,600
AADT
Year
2005
2005
2005
MDT
Derivatio
n
Mil
AADT
Single
Trucks
sea
670
660
AADT
Comb.
Trucks
230
250
Percent 20 Year
Trucks Factor
3.90%
3.90%
5.10%
Design Daily
Hour Vol Vehicle
( % of Miles
MDT) Traveled
=Mai
11•111111
Table 6 - 2011 Forecast Traffic
End Ref
Route Ref Point Point
082A
082A
082A
2.194
7.824
11.699
■
11.699
13.553
Start Point Description
ON SH 82 0.1 MI S/0 BLAKE
AVE, GLENWOOD SPGS
ON SH 82 W/O SH 133
ON SH 82 0.3 MI E/O SH 133
AADT AADTYR
23.300
2005
17,800 2005
Design
AADT AADT Hour AADT AADT AADT
Volume
Single Comb. 1 % of
Trucks Trucks AAOTI
111.2.301•1
870
660
250
12
2011
26,585
26 24
21.004
Single Comb.
Trucks Trucks
2011 2011
779
Table 7 - 2026 Forecast Traffic
Route Ref Point End Ref
Point
082A
062A
082A
2.194
7.824
11.699
11.899
Start Point Description
DN SH 82 0.1 MI S/O BLAKE
AVE, GLENWOOD SPGS
ON SW 82 WIO Ski 133
ON SH 82 0.3 MI E/0 SH 133
AADT AADTYR
23.300
17,800
2005
2005
AADT AADT
Single Comb.
Trucks Irucks
660
230
250
Design
Hour AADT AADT AADT
Volume
CA, of
AADT)
2026
34,799
29,014
Single
Trucks
2026
Cumb.
Trucks
2026
1,016
40
1.076
Source: CDOT Website
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SCHMUESER GORDON 1 MEYER
kaC/•10114EERS 1 tl.PAVEYORS
SCHMUESER GORDON MEYER, INC.
118 W. 6th Street. Suite 200
Glenwood Springs, Colorado 81601
(970) 945-1004 FAX (970) 945-5948
Aspen, Colorado (970) 925-5727
Crested Butte, CO (970) 349-5355
Figure 1
Pinyon Mesa Vicinity Map
Job No. 1502-F
&Ow 5/26/06
Drown by: LYS
Pic Figs'
f
,v07
))'"5yi,
r
ane uwr+ Wrso recuaY
\ SITE
\� ACCESS
)01
-
111-1tr-- r-—Ir—
■y!ll_jL
SCFiMUESER I GORDON J MEYER
ENGINEERS 1 SVRVEVORS
01707
SCHMUESER GORDON MEYER, INC.
118 W. 6th Street, Suite. 200
Glenwood Springs, Colorado 81601
(970) 945-1004 FAX (970) 945-5948
Aspen, Colorado (970) 925-6727
Crested Butte. CO (970) 349-5355
Figure 2
Site Plan
Job No. 1502—F
Date: 5/26/06
Drown by LMB
Figs
DOWN VALLEY —,
• sH 82
/0.4;14
1 ,1
902 132
(14) (5547)(114) .:
Ori (54) --:9.6 (130):..
. {33). -- aur I PM I
4(40.11..?[
1
LEGEND
g TRAFFIC SIGNAL
EXISTING LANEAGE
00 (00) - 2005 AM (PM) PEAK HOUR THROUGH VOLUMES ON SH 82
00 (00) - 2006 AM (PM) PEAK HOUR TURNING VOLUMES TO/FROM CMC RD AND CR 154
rmaue i 20C Q�4ilaiG lu t==r
000
- 2006 24-HOUR TRAFFIC VOLUME
It6
SCHMUESER l GORDON I MEYER
`E R UPN EER S 1 SUR VEYORS
SCHMUESER GORDON MEYER, INC.
118 W. Sth Street, Suite 200
Glenwood Springs, Calor d❑ 81601
(970) 945-10049FAX (970) 945-5946
Aspen, Colorado (970) 925-6727
Crested Butte, CO (970) 349-5355
ti
Figure 3
Pinyon Mesa Existing Traffic
.Job No. 1502—F
Dots: 10/4/06
Groan by. LMB
Fr.: Figs"
1
LEGEND
1 000 (000) - 2011 AM (PM) PEAK HOUR TRAFFIC*
*Source: COOT Forecasts
1
SCHMUESER l GORDON 1 MEYER
heNoiNEERs S.VRVEYORS
SCHMUESER GORDON MEYER, INC.
118 W. 6th Street, Suite 200
gei6ral5s—PiriPols' FIA'rNN'ml 945-5948
Aspen, Colorado (970) 925-6727
Crested Butte, CO (970) 349-5355
Figure 4
2011 Background Traffic
Job No. 1502—F
Dote: 10/4/06
Drown by LMB
RN: Figs?
LEGEND
1 000 (000) - 2026 AM (PM) PEAK HOUR TRAFFIC*
*Source: CDOT Forecasts
SCHMUESER 1 GORDON 1 MEYER
`E N 6 I N E E R S SURVEYORS
SCHMUESER GORDON MEYER, INC.
118 W. 61h Street, Suite 200
len ood Springs, Colorpdo 01601
(970) 945-1004 FAX (970) 945-5946
Aspen, Colorado (970) 925-6727
Crested Butte, CO (970) 349-5355
Figure 5
2026 Ba ckgro un d Traffic
Job No. 1502—F Dctr. 10/4/06 [Drown by LMB I AN: Figs,
LEGEND
PROPOSED LANEAGE
000 (000) - AM (PM) PEAK HOUR SITE GENERATED TRAFFIC
00% - SITE TRAFFIC DISTRIBUTION
SCHMUESER I GORDON I MEYER
HIPERS 1 SUFIVEYORS
SCHMUESER GORDON MEYER, INC.
118 W. fith Street. Suite 200
len aad Sprin�ggs, Calor do 81601
(970) 945-100 FAX (970) 945--5948
Aspen, Colorado (970) 925--5727
Crested Butte, CO (970) 349-5355
Figure 6
Pinyon Mesa Trip Assignm en t
Job No. 1502—F
Dots: 10/4/06 'Draw by: LMB
Figs"
LEGEND
000 (000) - 2011 AM (PM) PEAK HOUR TOTAL TRAFFIC
I SCHMUESER 1 GORDON 1 MEYER
`.14 e I N E E# 5 } SURVEYORS
SCHMUESER GORDON MEYER, INC.
1}8 W. 6th Street, Suite 200
1en ood Springs, Cotorpdo 81601
(970) 945-1004 FAX (970) 945-5948
Aspen, Colorado (970) 925-6727
Crested Butte, CO (970) 349-5355
Figure 7
2011 Total Traffic
Job No. 1502—F
Date: 10/4/06
Drown by LMB
ills Figs
LEGEND
000 (000) - 2026 AM (PM) PEAK HOUR TOTAL TRAFFIC
I SCHMUESER 1 CORDON 1 MEYER
ENGINEERS I SURVEYORS
SCHMUESER GORDON MEYER, INC.
118 W. 6th Street, Suite 200
ge77)145S—PlOnOr FgrN5'0'1M-5948
Aspen, Colorado (970) 925-6727
Crested Butte. CO (970) 349-5355
Figure 8
2026 Total Traffic
Job Na 1502—F
Dole: 10/4/06
Orono by: LMB
rik: Figsj
1
1
1
1
1
1
1
1
FIRE TURNAROUND
W9 AMIGOS NAPPING PROJECT
ra.,ws r a- w, ..-
766 ADT
746 ADT
I
FIRE TURNAROUND
\
SECONDARY SECTIONS
filj•l•ilsolinIF j
I I I1 ~I
�il�ll.0
r•ll
�I
I_
i.l
_,
I 4
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r
°Iwilsliall
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--
1
FIRE TURNAROUND
306 ADT
144 ADT
SECONDARY SECTIONS
508 ADT
BEGIN MINOR COLLECTOR SECTION
MAIN ACCESS DRIVEWAY TO PINYON MESA TO BE CONSTRUCTED TO MINOR
COLLECTOR STANDARDS. ALL OTHER ROADWAYS TO BE CONSTRUCTED TO
SECONDARY ACCESS STANDARDS. FIRE TRUCK TURNAROUNDS ARE SHOWN
AS REQUESTED BY THE FIRE DEPARTMENT.
SCHMUESER 1 GORDON l MEYER
ENGINEERS I SURVVORS
SCHMUESER GORDON MEYER, INC.
118 W. 6th Street. Suite 20D
Glenwood Springs, Colorppda 81601
(970) 945--1D0 FAX (970) 945--5948
Aspen, Colorado (970) 925-6727
Crested Butte, CD (970) 349-5355
Figure 9
Forecast ADT & Road Sections
Job No. 1502—F Oats: 10/05/06 (Clown by: LMB F1: Figs
DEFINITIONS
APPLIANCE. A device or apparatus that is manufactured
and designed to utilize energy and for which this code pro-
vides specific requirements.
[RB] APPROVED. Acceptable to the building official.
[RB] APPROVED AGENCY. An established and recog-
nized agency that is regularly engaged in conducting tests or
furnishing inspection services, where such agency has been
approved by the building official.
[RB] ASPECT RATIO. The ratio of longest to shortest per-
pendicular dimensions, or for wall sections, the ratio of
height to length.
[RB] ATTIC. The unfinished space between the ceiling
assembly and the roof assembly.
[RB] ATTIC, HABITABLE. A finished or unfinished area,
not considered a story, complying with all of the following
requirements:
1. The occupiable floor area is not less than 70 square feet
(17 m2), in accordance with Section R304.
2. The occupiable floor area has a ceiling height in accor-
dance with Section R305.
3. The occupiable space is enclosed by the roof assembly
above, knee walls (if applicable) on the sides and the
floor -ceiling assembly below.
BACKFLOW, DRAINAGE. A reversal of flow in the
drainage system.
BACKFLOW PREVENTER. A backflow prevention
assembly, a backflow prevention device or other means or
method to prevent backflow into the potable water supply.
BACKFLOW PREVENTER, REDUCED -PRESSURE -
ZONE TYPE. A backflow -prevention device consisting of
two independently acting check valves, internally force
loaded to a normally closed position and separated by an
intermediate chamber (or zone) in which there is an auto-
matic relief means of venting to atmosphere internally loaded
to a normally open position between two tightly closing shut-
off valves and with means for testing for tightness of the
checks and opening of relief means.
BACKFLOW, WATER DISTRIBUTION. The flow of
water or other liquids into the potable water -supply piping
from any sources other than its intended source. Backsiphon-
age is one type of backflow.
BACKPRESSURE. Pressure created by any means in the
water distribution system that by being in excess of the pres-
sure in the water supply mains causes a potential backflow
condition.
BACKPRESSURE, LOW HEAD. A pressure less than or
equal to 4.33 psi (29.88 kPa) or the pressure exerted by a 10 -
foot (3048 mm) column of water.
BACKSIPHONAGE. The flowing back of used or contami-
nated water from piping into a potable water -supply pipe due
to a negative pressure in such pipe.
BACKWATER VALVE. A device installed in a drain or
pipe to prevent backflow of sewage.
EXHIBIT
a
[RB] BASEMENT. A story that is not a story above grade
plane. (see "Story above grade plane").
[RB] BASEMENT WALL. The opaque portion of a wall
that encloses one side of a basement and has an average
below grade wall area that is 50 percent or more of the total
opaque and nonopaque area of that enclosing side.
[RB] BASIC WIND SPEED. Three -second gust speed at 33
feet (10 058 mm) above the ground in Exposure C (see Sec-
tion R301.2.1) as given in Figure R301.2(4)A.
BATHROOM GROUP. A group of fixtures, including or
excluding a bidet, consisting of a water closet, lavatory, and
bathtub or shower. Such fixtures are located together on the
same floor level.
BEND. A drainage fitting, designed to provide a change in
direction of a drain pipe of less than the angle specified by the
amount necessary to establish the desired slope of the line
(see "Elbow" and "Sweep").
BOILER. A self-contained appliance from which hot water
is circulated for heating purposes and then retumed to the
boiler, and that operates at water pressures not exceeding 160
pounds per square inch gage (psig) (1102 kPa gauge) and at
water temperatures not exceeding 250°F (121°C).
[RB] BOND BEAM. A horizontal grouted element within
masonry in which reinforcement is embedded.
[RB] BRACED WALL LINE. A straight line through the
building plan that represents the location of the lateral resis-
tance provided by the wall bracing.
[RB] BRACED WALL LINE, CONTINUOUSLY
SHEATHED. A braced wall line with structural sheathing
applied to all sheathable surfaces including the areas above
and below openings.
[RB] BRACED WALL PANEL. A full -height section of
wall constructed to resist in -plane shear loads through inter-
action of framing members, sheathing material and anchors.
The panel's length meets the requirements of its particular
bracing method, and contributes toward the total amount of
bracing required along its braced wall line in accordance with
Section R602.10.1.
BRANCH. Any part of the piping system other than a riser,
main or stack.
BRANCH, FIXTURE. See "Fixture branch, drainage."
BRANCH, HORIZONTAL. See "Horizontal branch, drain-
age."
BRANCH INTERVAL. A vertical measurement of dis-
tance, 8 feet (2438 mm) or more in developed length,
between the connections of horizontal branches to a drainage
stack. Measurements are taken down the stack from the high-
est horizontal branch connection.
BRANCH, MAIN. A water -distribution pipe that extends
horizontally off a main or riser to convey water to branches or
fixture groups.
BRANCH, VENT. A vent connecting two or more individ-
ual vents with a vent stack or stack vent.
12 2015 INTERNATIONAL RESIDENTIAL CODE®
DEFINITIONS
tems for generating useful electrical energy and recoverable
thermal energy that is permanently connected and fixed in
place.
STORM SEWER, DRAIN. A pipe used for conveying rain-
water, surface water, subsurface water and similar liquid
waste.
[RS] STORY. That portion of a building included between
the upper surface of a floor and the upper surface of the floor
or roof next above.
[RB] STORY ABOVE GRADE PLANE. Any story having
its finished floor surface entirely above grade plane, or in
which the finished surface of the floor next above is either of
the following:
1. More than 6 feet (1829 mm) above grade plane.
2. More than 12 feet (3658 mm) above the finished
ground level at any point.
[RB] STRUCTURAL COMPOSITE LUMBER. Structural
members manufactured using wood elements bonded
together with exterior adhesives.
Examples of structural composite lumber are:
Laminated veneer lumber (LVL). A composite of wood
veneer elements with wood fibers primarily oriented along
the length of the member, where the veneer element thick-
nesses are 0.25 inches (6.4 mm) or less.
Parallel strand lumber (PSL). A composite of wood
strand elements with wood fibers primarily oriented along
the length of the member, where the least dimension of the
wood strand elements is 0.25 inch (6.4 mm) or less and
their average lengths are not less than 300 times the least
dimension of the wood strand elements.
Laminated strand lumber (LSL). A composite of wood
strand elements with wood fibers primarily oriented along
the length of the member, where the least dimension of the
wood strand elements is 0.10 inch (2.54 mm) or less and
their average lengths are not less than 150 times the least
dimension of the wood strand elements.
Oriented strand lumber (OSL). A composite of wood
strand elements with wood fibers primarily oriented along
the length of the member, where the least dimension of the
wood strand elements is 0.10 inch (2.54 mm) or less and
their average lengths are not less than 75 times and less
than 150 times the least dimension of the wood strand ele-
ments.
[RB] STRUCTURAL INSULATED PANEL (SIP). A
structural sandwich panel that consists of a light -weight foam
plastic core securely laminated between two thin, rigid wood
structural panel facings.
[RB] STRUCTURE. That which is built or constructed.
[RB] SUBSOIL DRAIN. A drain that collects subsurface
water or seepage water and conveys such water to a place of
disposal.
SUMP. A tank or pit that receives sewage or waste, located
below the normal grade of the gravity system and that must
be emptied by mechanical means.
24
SUMP PUMP. A pump installed to empty a sump. These
pumps are used for removing storm water only. The pump is
selected for the specific head and volume of the load and is
usually operated by level controllers.
[RB] SUNROOM. A one-story structure attached to a dwell-
ing with a glazing area in excess of 40 percent of the gross
area of the structure's exterior walls and roof.
For definition applicable in Chapter 11, see Section
N1101.6.
SUPPLY AIR. Air delivered to a conditioned space through
ducts or plenums from the heat exchanger of a heating, cool-
ing or ventilating system.
SUPPORTS. Devices for supporting, hanging and securing
pipes, fixtures and equipment.
SWEEP. A drainage fitting designed to provide a change in
direction of a drain pipe of Less than the angle specified by the
amount necessary to establish the desired slope of the line.
Sweeps provide a longer turning radius than bends and a less
turbulent flow pattern (see "Bend" and "Elbow").
TEMPERATURE- AND PRESSURE -RELIEF (T AND
P) VALVE. A combination relief valve designed to function
as both a temperature -relief and pressure -relief valve.
TEMPERATURE -RELIEF VALVE. A temperature -actu-
ated valve designed to discharge automatically at the temper-
ature at which it is set.
[RB] TERMITE -RESISTANT MATERIAL. Pressure -pre-
servative treated wood in accordance with the AWPA stan-
dards in Section R318.1, naturally durable termite -resistant
wood, steel, concrete, masonry or other approved material.
[RB] THERMAL ISOLATION. Physical and space condi-
tioning separation from conditioned space(s) consisting of
existing or new walls, doors or windows. The conditioned
space's) shall be controlled as separate zones for heating and
cooling or conditioned by separate equipment.
For definition applicable in Chapter 11, see Section
N1101.6.
[RE] THERMAL RESISTANCE, R -VALUE. The inverse
of the time rate of heat flow through a body from one of its
bounding surfaces to the other for a unit temperature differ-
ence between the two surfaces, under steady state conditions,
per unit area (h • ft2 • °F/Btu) (m2 • K)/W.
[RE] THERMAL TRANSMITTANCE, U -FACTOR. The
coefficient of heat transmission (air to air) through a building
envelope component or assembly, equal to the time rate of
heat flow per unit area and unit temperature difference
between the warm side and cold side air films (Btu/h • ft2 • °F)
W/(m2 • K).
[RB] THIRD -PARTY CERTIFICATION AGENCY. An
approved agency operating a product or material certification
system that incorporates initial product testing, assessment
and surveillance of a manufacturer's quality control system.
[RE] THIRD PARTY CERTIFIED. Certification obtained
by the manufacturer indicating that the function and perfor-
mance characteristics of a product or material have been
determined by testing and ongoing surveillance by an
2015 INTERNATIONAL RESIDENTIAL CODE®
duration of a single supply operation and on the average time
between successive operations.
[RB] FLAME SPREAD. The propagation of flame over a
surface.
[RB] FLAME SPREAD INDEX. A comparative measure,
expressed as a dimensionless number, derived from visual
measurements of the spread of flame versus time for a mate-
rial tested in accordance with ASTM E 84 or UL 723.
FLEXIBLE AIR CONNECTOR. A conduit for transferring
air between an air duct or plenum and an air terminal unit, an
air inlet or an air outlet. Such conduit is limited in its use,
length and location.
[RB] FLIGHT. A continuous run of rectangular treads or
winders or combination thereof from one landing to another.
FLOOD -LEVEL RIM. The edge of the receptor or fixture
from which water overflows.
FLOOR DRAIN. A plumbing fixture for recess in the floor
having a floor -level strainer intended for the purpose of the
collection and disposal of waste water used in cleaning the
floor and for the collection and disposal of accidental spillage
to the floor.
FLOOR FURNACE. A self-contained furnace suspended
from the floor of the space being heated, taking air for com-
bustion from outside such space, and with means for lighting
the appliance from such space.
FLOW PRESSURE. The static pressure reading in the
water -supply pipe near the faucet or water outlet while the
faucet or water outlet is open and flowing at capacity.
FLUE. See "Vent."
FLUE, APPLIANCE. The passages within an appliance
through which combustion products pass from the combus-
tion chamber to the flue collar.
FLUE COLLAR. The portion of a fuel -burning appliance
designed for the attachment of a draft hood, vent connector or
venting system.
FLUE GASES. Products of combustion plus excess air in
appliance flues or heat exchangers.
FLUSH VALVE. A device located at the bottom of a flush
tank that is operated to flush water closets.
FLUSHOMETER TANK. A device integrated within an air
accumulator vessel that is designed to discharge a predeter-
mined quantity of water to fixtures for flushing purposes.
FLUSHOMETER VALVE. A flushometer valve is a device
that discharges a predetermined quantity of water to fixtures
for flushing purposes and is actuated by direct water pressure.
[RB] FOAM BACKER BOARD. Foam plastic used in sid-
ing applications where the foam plastic is a component of the
siding.
[RB] FOAM PLASTIC INSULATION. A plastic that is
intentionally expanded by the use of a foaming agent to pro-
duce a reduced -density plastic containing voids consisting of
open or closed cells distributed throughout the plastic for
thermal insulating or acoustic purposes and that has a density
DEFINITIONS
less than 20 pounds per cubic foot (320 kg/m) unless it is
used as interior trim.
[RB] FOAM PLASTIC INTERIOR TRIM. Exposed foam
plastic used as picture molds, chair rails, crown moldings,
baseboards, handrails, ceiling beams, door trim and: window
trim and similar decorative or protective materials used in
fixed applications.
FUEL -PIPING SYSTEM. All piping, tubing, valves and fit-
tings used to connect fuel utilization equipment to the point of
fuel delivery.
FULLWAY VALVE. A valve that in the full open position
has an opening cross-sectional area that is not less than 85
percent of the cross-sectional area of the connecting pipe.
FURNACE. A vented heating appliance designed or
arranged to discharge heated air into a conditioned space or
through a duct or ducts.
[RB] GLAZING AREA. The interior surface area of all
glazed fenestration, including the area of sash, curbing or
other framing elements, that enclose conditioned space.
Includes the area of glazed fenestration assemblies in walls
bounding conditioned basements.
[RB] GRADE. The finished ground level adjoining the
building at all exterior walls.
[RB] GRADE FLOOR OPENING. A window or other
opening located such that the sill height of the opening is not
more than 44 inches (1118 mm) above or below the finished
ground level adjacent to the opening.
GRADE, PIPING. See "Slope."
[RB] GRADE PLANE. A reference plane representing the
average of the finished ground level adjoining the building at
all exterior walls. Where the finished ground level slopes
away from the exterior walls, the reference plane shall be
established by the lowest points within the area between the
building and the lot line or, where the lot line is more than 6
feet (1829 mm) from the building between the structure and a
point 6 feet (1829 mm) from the building.
GRAY WATER. Waste discharged from lavatories, bathtubs,
showers, clothes washers and laundry trays.
GRIDDED WATER DISTRIBUTION SYSTEM. A water
distribution system where every water distribution pipe is
interconnected so as to provide two or more paths to each fix-
ture supply pipe.
[RB] GROSS AREA OF EXTERIOR WALLS. The nor-
mal projection of all exterior walls, including the area of all
windows and doors installed therein.
GROUND -SOURCE HEAT PUMP LOOP SYSTEM.
Piping buried in horizontal or vertical excavations or placed
in a body of water for the purpose of transporting heat trans-
fer liquid to and from a heat pump. Included in this definition
are closed loop systems in which the liquid is recirculated and
open loop systems in which the liquid is drawn from a well or
other source.
[RB] GUARD. A building component or a system of build-
ing components located near the open sides of elevated walk -
2015 INTERNATIONAL RESIDENTIAL CODE® 17
Karp..Neu_Hnanl�oAnw
Jeffrey J. Conklin
i jcnjmountui nl awVi m1. eom
March 28, 2017
Sander N. Karp*
James S. Neu
Karl J. Hanlon
Michael J. Sawyer
James F. Fosnaught
Jeffrey J. Conklin
Andrew A. Mueller
* Fellow of the College of
Labor and Employment
Lawyers
Via Email and Hand Delivery
David Pesnichak, AICP
Senior Planner
Garfield County
Community Development Department
108 8th St Suite 401
Glenwood Springs, CO 81601
dpesnichak c@garfield-county .com
Matthew L. Trinidad
Patrick L. Barker
Jon T. Hoistad
Delphine F. Janey
Of Counsel
Richard I. Zuber**
Anna S. Itenberg
Greg S. Russi
Hollie L. Wieland
** Fellow of the American
Academy of Matrimonial Lawyers
Glenwood S i
201 146 Street,
P. O. Drawer
Glenwood Springs,
EXHIBIT
Aspen Office***
323 W. Main Street, Suite 301
Aspen, CO 81611
Montrose Office ***
1544 Oxbow Drive, Suite 224
Montrose, CO 81402
Telephone: (970) 945-2261
Facsimile: (970) 945-7336
www.mountainlawfirm.com
...All correspondence should be sent to the
Aspen office
Re: Pinyon Mesa — Application for Text Amendment (Minor Modification) to Revised Los
Amigos PUD, High Density Single Family Zone District
Response to Public Comment
Dear Dave:
As you know, I represent the Pinyon Mesa Homeowners Association, Inc. (the "Association")
in relation to the Association's Application for a text amendment (Minor Modification) to the Revised
Los Amigos PUD Guide (Resolution 2016-40), High Density Single Family (HDSF) Zone District.
The purpose of the Application is to clarify that the Maximum Floor Area of 3,294 square feet stated
in the PUD is exclusive of basements.
A Technically Complete Letter was issued on February 22. The Association completed public
notice, proof of which is enclosed herewith. The Director's Determination on the Application is set
for April 6. Following public notice, several neighboring property owners submitted comment which
tend to focus on 3 main issues — water supply, increased density, and traffic. The remainder of this
letter addresses those comments and encourages the Director to approve the Application on April 6
(public comment shown in italics).
• "We are residents of Elk Springs, a Pinyon Mesa neighboring residential
development. We object to the Pinyon Mesa Homeowners Association requested Minor
Amendment to the Los Amigos PUD to exclude below -grade basements from the
calculation for Floor Area within the High Density Single Family Zone
Karp_Neu.HAaonIonW
Pinyon Mesa — Application for Text Amendment
Page 2
District. Relative to the homes in Elk Springs, current homes in Pinyon Mesa are in
close proximity to one another and intuitively are already sufficiently "high
density." Granting this proposed amendment would likely allow the Floor Area
maximum to increase by approximately 50% (assuming a two-story above grade
construction and a full basement.) This 50% increase in Floor Area could then be
accompanied by a corresponding 50% increase in home personnel occupancy. We
believe that this would be detrimental to the overall well-being of both the Pinyon Mesa
and Elk Springs communities, as well as contrary to the intentions of the original
planners of the PUD and the Garfield County officials that authorized that PUD. We
recommend denying this request. "
Under existing PUD standards, Owners can build residences on Pinyon Mesa lots up to 3,294
above -grade square footage. Allowing for basements to be exempt from Maximum Floor Area would
not alter the character of the development, as the above -grade space would not exceed the Maximum
Floor Area (and is the current construction pattern for the Pinyon Mesa development). The
Application would not alter the maximum lot area, maximum lot coverage, setbacks, and maximum
height (i.e. viewplanes) set forth in the PUD. The proposed amendment effectively preserves the
status quo.
• "With further regard to the water situation, Elk Springs HOA is contractually
committed to provide up to 1.4 million gallons of water per month as a "Monthly Basic
Allotment" to Pinyon Mesa. This is substantially above your planning estimate of 350
gallons per day per household (which would be about 840,000 gallons per month for
the 80 houses). Supplemental water is to be supplied (at substantially higher per unit
rates) if it is available. I am concerned that an approved increase in living space will
result in higher occupant densities and higher per household water usage. With less
than a quarter of Pinyon Mesa built out and occupied, monthly water usage last year
was already above 800,000 gallons per month in June and July. At full build out of the
PUD and Elk Mesa, an engineering study of overall water capacity indicated that Elk
Springs HOA would have negligible excess capacity and, therefore, negligible water
available for supplemental use within Elk Springs, the PUD and for Elk Mesa. Along
with the water concern, I share other HOA Members' concerns that higher square
footage built out at Pinyon Mesa will lead to increased traffic, noise, sanitation district
burden, etc."
Pinyon Mesa's water allotment will not be jeopardized by exempting basements from the
square footage calculation under the PUD. The Association has a Water Delivery Agreement that
provides a "basic allotment" of 1.4 million gallons per month to Pinyon Mesa for "reasonable
domestic and residential needs, including irrigation of up to eight (80) single family homes, each with
no more than 3,000 square feet of irrigated landscape." See Exhibit B, Water Delivery Agreement, ¶
2. There is also provision for "supplemental water" under the Agreement. As stated by the
commenter, the contract amount is substantially above the County's planning estimate of 350 gallons
per day/household. As to the reported use figures, the high figure is the result of an infrastructure
issue that is currently being addressed by the Association. It is not due to water demand exceeding
Karp_Neu.HAanIonm
Pinyon Mesa — Application for Text Amendment
Page 3
350 gallons per day/household. In short, Pinyon Mesa has a sufficient water supply, even under the
most conservative of estimates.
• "I am a homeowner in the Elk Springs Ranch subdivision; I have lived here for 19
years. I have seen the significant growth of the valley in that time. 1 did not oppose the
introduction of the original Pinon Mesa subdivision nor did I oppose the introduction
of phase 1-&2 when it was released but l do oppose the modification of the rules
regarding the omission of a basement while retaining the same square footage allowed
by the subdivision. I can attest to the difficulty of digging a basement in the basalt
formations typical to this area, house on slab or with a crawl space makes construction
more feasible. However, the allowance of 3294 sq. ft. homes within a high density
neighborhood seems excessive. if the original plan where basements were proposed,
would result in a probable above grade average square footage of about 2294. This
seems like a reasonable sized house even in a high density neighborhood. Besides the
eyesore of these huge houses, it also suggests a higher number of individuals living in
the house, read higher density of AUTOMOBILES, The two roads that access this area
are Colo. Rd 114 and Colo. road 110. Road L10 is a narrow road with twists and turns
and has steep drop offs requiring people to slow down and drive carefully. They do not
follow this recommendation. Colo. Road 3.14 gets the bulk of traffic. Because of its
steepness it is difficult for some cars to climb it in the winter causing wrecks and
bottlenecks. Automobile density on L14 Rd. has climbed dramatically due to the CMC
campus and development further up the valley."
There is no compelling basis that exempting basements from the maximum square calculation
would result in considerably increased occupancy and, in turn, increased water usage, sewer usage,
and traffic. It is more likely that room sizes will simply be larger, rather than more people occupying
the space. By way of example, I would note that some of the comments received are from owners of
4,000 -plus square -foot homes that, it is my understanding, are occupied by a couple. The proposed
amendment to the PUD will not result in multi -family homes or substantially larger developments.
Again, Owners can currently build residences on Pinyon Mesa lots up to 3,294 above -grade square
footage and the Application would not alter the maximum lot area, maximum lot coverage, setbacks,
and maximum height (i.e. viewplanes) standards set forth in the PUD.
In conclusion, we strongly encourage the Director to approve the Application. The HDSF
zone district limits the maximum floor area of residences to 3,294 square feet; however, the Garfield
County Land Use and Development Code (LUDC) excludes "unfinished basement" from the
definition of floor area. Several homes have been constructed in Pinyon Mesa (having received
building permits and certificates of occupancy from Garfield County) that exceed this limitation if
basement square footage is included. Other owners at Pinyon Mesa constructed homes with
unfinished basements that would now like to finish those basements and, in doing so, would exceed
the floor area limitation of 3,294 if the basement is included in the floor area calculation. Again, the
proposed amendment effectively seeks to validate the status quo and clarify an ambiguity under the
Guide. Thus, the amendment would only increase the ease in which these provisions could be
enforced.
Karp.Neu.HAanlon
W
Pinyon Mesa — Application for Text Amendment
Page 4
Thank you for your time and attention on this matter. Please contact me with any questions
you may have.
Very truly yours,
KARP NEU HANLON, P.C.
Jeffrey J. Conklin
JJC
cc: Client
David Pesnichak
From: kingswood7@aol.com
Sent: Saturday, April 01, 2017 2:45 PM
To: David Pesnichak
Subject: Re: Response to Public Comment re Pinyon Mesa Application
Follow Up Flag: FollowUp
Flag Status: Completed
Dave:
EXHIBIT
� Z Z
a
Thanks for this information. I have a question and a comment. The question is "Does
your 350 gallons per day per household include outside irrigation of lawns, etc.?
My comment is that, regarding Conklin's letter, there are two things of note. The first is
that he rightly points out that Elk Springs will provide supplemental water, but only if it
is available. The last engineering study done said that we would NOT have any excess
(per the PM contract, "supplemental") water at full build out. Secondly, their water
usage pattern perfectly followed the Summer heat/irrigation pattern. In October, their
usage dropped to 500,000 gallons from the 700 and 800 levels during Summer. We are
not aware of any infrastructure issues down there.
Rob
0055 Gossamer Road
Glenwood Springs, Colorado 81601
970 930 5889
EXHIBIT
1 7--ZN3
Section 4:92
Wastewater Disposal Plan
SEWER — Sewer service for this development will be provided by the Spring
Valley Sanitation District. (See "Intent to Serve" letter attached). Provision
for sewer service to this property was made during the construction of the
Spring Valley Wastewater Treatment Plant. The owners of the Spring Valley
Wastewater Treatment Plant have given their consent to the assignment 80
EQR's by Elk Springs LLC to a third party purchaser this property.
A 4 -inch sewer force main carries wastewater from an existing lift station
across the northern portion of the property and on up to the Spring Valley
Wastewater plant. An existing eight -inch gravity sewer line extends through
a portion of this property to the lift station. New 8 -inch gravity sewer lines,
serving all of the lots within the subdivision, will connect to the existing 8 -
inch sewer mains.
More specific information regarding the location and configuration of the
sewer lines is provided on the engineering drawings included within this
application.
SCHMUESER I GORDON I MEYER
ENGIN EERS S SURVEYORS
GLENWOOD SPRINGSASPEN CRESTED BUTTE
118 W. 6TH, BUTTE 200 P.O. BOX el 55 P.O. BOX 3088
memo= 5FFIN08, CO 81601 ASPEN, CO 8 161 2 CRESTED BUTTE, COB 1 224
970.945-1004 970-925-6727 970-349.5355
FX: 970-945-5948 Fx: 970-925-4157 FX: 970-349-5358
Section 4:92
Wastewater Disposal Plan
SEWER - The Spring Valley Sanitation District (SVSD) will provide sewer
service for the Pinyon Mesa Subdivision, Attached hereto is an "Ability to
Service" letter from the District's attorney.
The SVSD recently upgraded its wastewater treatment facility and sewage
collection infrastructure. As part of that upgrade, the District anticipated the
service to Pinyon Mesa. With respect to sewage collection infrastructure, a
sewage lift station, commonly known as the Lower Bench Lift Station, and
associated 4 -inch force main were constructed from the project to the
District's collection system line in the Los Amigos Ranch PUD. Attached
hereto is a copy of the Site Application approved by the CDPHE. In addition,
8 -inch gravity collection sewer mains were extended away from the lift
station to service the project. Those points are indicated on the associated
engineering drawings where connection to existing system is indicated.
Those gravity collection lines were designed to service the 80 single-family
units proposed for Pinyon Mesa.
Infrastructure within the development will consist of 8 -inch sewerlines
extending to the Tots within the development. it should be noted that there
may be a number of lots that will require pumping of sewage from individual
lots into to gravity collection system adjacent to a particular lot. Further
investigation is also being conducted about the constructability of a gravity
sewerline servicing the end cul-de-sac on the end of Pinyon Mesa Drive. The
alternative service for this area is to construct a small diameter, low-
pressure sewage collection system connected into a common force main
accessing the gravity collection system at the intersection of Pinyon Mesa
Drive and Paintbrush Way. The majority of the lots that are currently served
by SVSD, those being Filings 6 through 1 ❑ of the Elk Springs PUD, are
serviced by a similar system. Such a system is allowable by the regulations
of SVSD.
All the new sewer infrastructure will be designed and built to meet the
specifications of the SVSD. Upon completion of the construction and
acceptance by the District, they will be dedicated to the District for ongoing
operation and maintenance.
The average wastewater collection is calculated as follows:
SCHMUESER 1' GORDON I MEYER
E NGINE ER5 i5 SURVEYORS
• 80 sf x 350gpd/sf = 28,000 gpd
• Peak flow = 4 x avg. flow, or 112,000 gpd (78 gpm)
1:\1961\015021F -Lower Bench\Correspondence16=05-06 - Seclion 4 92 doc
June 2, 2006
LOYAL E. LEAVENWORTH
SANDER N. KARP
JAMES S. NEU
SUSAN W.LAATSCH
ANNA S. 1TENBERG
MICHAEL J. SAWYER
CASSIA R. FURMAN
BETH E. K1NNE
CASSIE L. COLEMAN
LAURA M. WASSMLITH
LEAVENWORTH & KARP, P.C.
ATTORNEYS AT LAW
201 14Th STREET, SUITE 200
P. 0. DRAWER 2030
GLENWOOD SPRINGS, COLORADO 81602
Telephone: (970) 945-2261
Facsimile: (970) 945-7336
J SN@lklawfirm.eom
May 23, 2006
Robin Myler, Esq.
VIA E-mail
R vler yerLaw .corn
Re:rin Valle Sanitation Distri
DENVER OFFICE:'
700 WASHINGTON ST. STE 702
DENVER, COLORADO 80203
Telephone: (303) 825-3995
`(Please direct all correspondence
to our Glenwood Springs Office)
Dear Robin:
We represent the Spring Valley Sanitation District
CTD !Drown as the "Lower Bench" which is
that your client is purchasing a portion of ElkSprings The District has the
to be developed with eighty (80) single family dwellings (the "Property").
capacity in its wastewater treatment plant and can and will serve the Property with wastewater
treatment service subject to the following conditions:
1. A complete set of' sewer construction plans are provided to the District for its review
and approval;
2. The approval by the District of any Line Extension Agreement or Line Connection
Agreement that may be required by the District's Rules and Regulations; and
t
3. Pursuant to the District's Rules the�istriclations, the t regarding thpsproject, nclud rig but not
all reimburse the
District for all costs incurred by
limited to legal and engineering review.
Please let me know if you have any questions.
JSN:
cc: Denise Diers (via a -mail)
Scott Leslie (via e-mail)
Gary McElwee (via e-mail)
Very truly yours,
LEAVENWORTH & KARP, P.C.
CDPHE WQCD
Fax:303-782-0390
Nov 13 2000 15:45
STATE OF COLORADO
Bill Owens. Governor
Jane E. Norton, Executive °Rector a/ the people of Colorado
Dedicated to protecting card improving the heahh and environment
A 300 Cherry Creek Dr. S. Laboratory and Radlaoon SeMees Division
Denver, Colorado 60246.1530 8100 Lowry Blvd.
3031 691.2 Denver CO 602304928
TOO Line Q033 591-7760 i303i 692.'3090 /
Phone 1
Located in Clendaie, Colorado
http://+Mww.cdphestate.co.us
June 2, 2000
Greg 5. Boecker, President
Spring Valley Sani ation District
2929 County Road 114 81601
Glenwood Springs,
RE: Site Application #4486
Garfield County
Colorado Depa 'ent
of Public Heakh
and Environment
Dear Mr. Boecker: documentarian for the
Quality Control Division has reviewed and evaluated your site application oo gsT porting dwnship 7 South, Talion oa
The Wafer Q tYt: 88 West
mess; and
wastewater tst t o at facilitytheN i�ri Northwhe est
e�So�w� , Northeast
33, Township 6 South, Range Wert to
Wei end the ValleyBene 1Lift O in thyNo th es ' �1, Section 7, Township 7 South, Rang
and the Lower bench LiRstazian in the Norwest !• of the
Northeast tributary to Landis Creek
serve the Spring Valley Sanitation D�� to discharge !organs for Site
er Quality Castrol Commission's "ReJJ;u
We icatnd ons for t
Domestic Wastewater Trt atnt nt Wor'ks" ATher fore, the site application is approved with the following
pppllcrl
conditions listed below. will for.
1. Based upon application information, the syr design
Treatment Plant 0.44945 MGD
Hydraulic Capacity -
Organic Capacity - 999 # BOD,/day
Valley Liftstatioa Capacity 0.3003 MOD
Organic Capacity - -
Hydraulic cap ry601 # BOD5 /day
Lower Bench Liftstationc 0.0280 MCD
Hydraulic Capacity
Organic Capacity - 56 # BODv ay
2. Preliminary Effluent Parameter Values:
BODS- 30)45 mg/1(30-day Y
TSS - 30145 tngj1(30-day17-day average)
Fecal Coliform - 225/450 colonies/100 ml (34-dayn-day average)
Total Chlorine Residual - 0.019 m/l (daily maximum)
Total Ammonia - 5 ing11(30-day average)
pH - 6,5 * 9.0 (minimum/maximum)
Oil turd Grease - 10 rr►gl (daily maximum)
CDPI-E It1QCD
Greg S. Bvecker, President
Spring Valley Sanitation District
June 2, 2000
Page 2
Fax:303-782-0390 Nov 13 2000 15:45 P.03
3. Treatment Processes to be used - mechanical activated sludge wastewater treatment facility with
chlorination and dechlorination, lift stations and force mains
Design for values in excess ofthose contained above or failure to comply with any otherconditions contained herein will render
this approval void and another site application will have to be processed.
4. This site approval will expire oat year from the date of this lever if the construction of the project hes not
commenced by that date. If expiration occurs, you must apply for a new site approval. Construction is
defined es entering into a contract for the erection or physical placement of materials. equipment, piping,
earthwork, or building which are to be a pan of a domestic wastewater treasment works.
S The desist (construction plans and specifications) for the treatment works must be approved by the Division
prior to commencement of construction and all construction change orders initiating variances from the
approved plans and specifications must be approved by the Division.
6. The applicant's registered engineer must furnish a statement prior to the commencement of operation stating
that the facilities were constructed in conformance with approved plans, specifications, and change orders.
In accordance with Colorado Water Quality Control Commission regulations, this approval is subject to appeal as stated under
Section 2.2.5 (7) of "Regulations for Site Applications for Domestic Wastewater Treatment Works".
This approval does not relieve the owner from compliance with' all county regulations prior to consnuctlon nor from
responsibility for proper engineering, construction, and operation of the facility.
Sincerely,
`"
3_ i avid Holm
Director
Water Quality Control Division
JDH:t1b
cc: Garfield County - Atm. Mark Bean
SGM - Atm. Dean Gordon
Leavenworth & Testor, P.C. Greg Hall
Thomas Belvieu., Environmental Protection Specialist, WQCD
Dwain Watson, Environmental Protection Specialist, WQCD-Grand Junction
Susan Nachtrieb, Permits Unit Manager, WQCD
Plant Operator Certification Board, do WQCD
l
•••••• ' 3+: 44 111.► 1 U1U 040 Oi190 — _04.811LizaLR VU1WUL1 JIG /CA
STATE OF COLORADO
,4:x?r
ii44,,,
fk1!
etixOMNI Governer
lent I. No,tan, EX.eurire 131reaor
prdieetee to p^rttoolni end improvins the hsakh end environmarrt of the peap'i or Colorado
4300 Cherry Crook Dr. It. tal:onWy and Radigion Servicer Ohiolon
Demo, C.olaido 90.145-1510 MN Lowy 91+d.
Phone 13«31 6024030 Derv++ CO 602315-6419
TDO Lino 30316!1.7700 13031 i924090
tocsoci Io, Glendlle. Colerydo
heiplioverAccdpheseam .w.u., 11E0 M E TI MT) J
Oce r 10.2000 OCT 1 II 1000 '
Gmg f... Boecker. President
Spring: Valley SanitedoeDistrict
2929 County Road 11,4
Glermood Springs, CO 81601
RE; Site Application 1M4S6
Garfield County
est o o:
�l&�&
Yrronmene
Dear Mr. 3oecccer.
The Water Quality Control Division has received correspondence from Mr. Dean Gordon of Schrnuecer Gordon Meyer
gatiin5 atypogiapitical error carried over from the original site applicatloe forte io the Division's approval fetter. The
Division approved the site application for a hydraulic capacity of 0.44445 mgd, It is evident front catreslxindenoe w'1
th
Din Watson end Dave Akers of the Division staff titer the District's intent was that the application retied s hydraulic
caper:ley cif 0.49545 mgd.
The ;Division hereby amends Slte Application 04456 to reflect a hydraulic capacity of 0.49945 mod_ All conditions and
liAtitativns of the Divisiae's June 2. 2000 approval of Site Appliatian 44486 ars hereby incorporated as conditions of this
amendment.
In accordance wit11 Colne Water Quality Control Commission regulations. this approval is ntisJeCt to appeal se stated
undo Section 2.2.5 (7) of 'Regulations for Site Applications forlDomesdC Wastewater Tr+eatfl tftt Works".
roval does not relieve the owner horn compliants ""th all qty regulations prior to construction nor from
r hit appengineering, construction. and operation of the facility.
responsibility for proper
Sincerely,
David d iso
lifri
i. T
Ditecteir
Wow Quality Control Division
JD:33lb
ce: Garfield County - Agri, Mark Bean
- Atm. Dean Cordon
Leavenworth do Tailor. P.C. Greg Hall
Thomas Bennett. Environmental Protection Specialist. WQCD Junction
Dwain Watson. Environmental Protection Specialist. WQCD-Grand
Susan 4achttieh, Permits Unit Marlagcr. WQCD
May 5, 2005
Lawrence R. Green, Esq.
Balcomb & Green, P.C.
P.O. Drawer 790
Glenwood Springs, CO 81602
Dear Mr. Green:
The undersigned �r.-�� .�,�igf 1� [insert your name]
hereby consents to the assignment byElk Springs, LLC yin EQR's to a third partypurchaser of the
Lower Bench for the purpose of providing wastewater treatment service to development on the
Lower Bench as explained in the letter from Balcomb & Green, P.C. dated May 5, 2005, on the
condition that such third party purchaser agrees in writing to bound by the teens and conditions of
the PDA.
Very truly yours,
By:
Frame: �i� :� �-
Title: �Q--r r-r,.r
05/05/2005 13:54 FAX 19709459769 LARRY GREEN
May S, 2005
Lawrence R. Careen, Esq.
Balcomb &. Greon, P.C.
P.O. Drawer 790
Glenwood Springs, CO 81602
Dear Mr. Groan=
The undersigned
.. [iir+serryo rname]
/"
hereby consents to the assignment by PA Springs, LLC of : ! %CR's to a third party purchaser sof t
LLower Bench for the purpose of providing wastewater treatment service to development
Lower Bench as explained in the letter from Belcomb & Orem, P.C. dated May 5, 2005, on the
condition that such third party purchaser agrees in writing to bound by the terms and conditions of
the PDA.
la004
May 5, 2005
Lawrence R. Green, Esq.
Balcomb & Green, P.C.
P.O. Drawer 790
Glenwood Springs, CO 81602
Dear Mr. Green:
The undersigned 8445 r . SP[insert your name]
hereby consents to the assignment by Elk Springs, LLC of 80 EQR's to a third party purchaser of the
Lower Bench for the purpose of providing wastewater treatment service to development on the
Lower Bench as explained in the letter from Balcomb & Green, P.C. dated May 5, 2005, on the
condition that such third party purchaser agrees in writing to bound by the terms and conditions of
the PDA.
Very truly yours,
God..QAt. 4 XIA 117a a,./r/9'!I cru e
[Company]
By:
Title: Pet
hN IU—''ej—DIOL 13; St 1
TRIMONTArk
�
REAL ESTATE Ahvlae:rtt5
July 18, 2005
C G
Lawrence R Green, Esq.
Balcomb & Green, P.C.
P.O. Drawer 790
Glenwood Springs, CO 81602
Al 'it', n(dJ r.neiru
Dear Mr. Green:
The undersigned, Spring Valley Development, Inc., hereby ff the Lower the assignment
si n ent for by
y
Elk Springs, LLC of 80 EQR's to a third party purchaser
purpose of providing wastewater treatment service to development on the Lower Bench
as explained in the letter from Baloomb & Green, P.C. dated May 5, 2005, on the
condition that such third party per agrees in writing to bound by the terms and
conditions of the PDA.
Very truly yob •
Spring Valley Development, Inc.
By TriMoat Real Eotate Advisor, Inc.,
11e Authorized Servicer
Sure 2200, Monarch TLwer ■ 3424 Peachtree Road, N.F.. Adana. Georgia 30326
404-420.5600 ■ 1311r. 404.420-5610
TOTAL P.02
Spring Valley Sanitation District
p.o. box 3796 basalt, co 81621. • 970.6183147
Gary McElwee
Los Amigos Ranch Partnership
2929 County Road 114
Glenwood Springs, CO 81601
Re: Consent to Assignment of Plant Development Akrccmcnl
Lower Bench, Elk Springs Sub&fisiori
Dear Gary:
The Board of Directors of the Spring Valley Sanitation District (the "District") at its
March 7, 2005 meeting considered the request from Los Amigos Ranch Partnership ("LARP") to
assign its rights and obligations under the Pre -Inclusion and Wastewater Treatment Plant
Development Agreement ("PDA") to a purchaser of the lower bench of Elk Springs Subdivision
(the "Lower Bench"). The Lower Bench is currently preliminary planned to utilize eighty (80)
BQR of service from the District and LARD desires to sell the Lower Bench along with the
approved sewer service under the PDA.
Pursuant to the Board's decision, the District hereby consents to the assignment of
LARP's interest in the PDA as it pertains to the Lower bench to a purchaser so long as the
purchaser agrees to be bound by all of the terms and conditions of the PDA as required
Paragraph 32 of the PDA. As you knows Paragraph 32 also requires that LARD obtain the
consent of the Landowners to such an assignment. Upon an authorized assignment, the
purchaser of the Lower Bench will effectively become another party to the PDA.
Please keep the District informed of LARP's progress in selling the Lower Bench.
Very truly yours,
Louis Eller, Presi
SPRING VALL
nt
SANITATION DISTRICT
David Pesnichak
From: Tom Dunlop <dunlopenv@aol.com>
Sent: Thursday, April 06, 2017 10:34 AM
To: David Pesnichak
Subject: Pinyon Mesa Minor Amendment
Follow Up Flag: Follow up
Flag Status: Flagged
Hi Dave,
EXHIBIT
My wife and I live in Elk Springs Subdivision off County Rd 114. My contact information is below.
We received notice from Pinyon Mesa, Los Amigos Ranch PUD informing of their request for a minor
amendment to the subdivision. I am not a student of the Garfield County land use code, but intuitively question
the definition of a minor amendment as it applies to the applicant's request. The request, as stated in the notice,
specifically is to "... exclude below grade basements from the calculation for maximum Floor Area, which is
limited to 3,294 square feet within the HDSF Zone District of the Los Amigos PUD (Pinyon Mesa
Subdivision)."
To exclude full below grade basements from a FAR calculations seems larger than a minor revision. I am not
sure of the exact calculation, but it appears a dwelling living square footage might increase in size by 1/3 or
larger. My concerns are mainly two. 1) Co Rd 114 is the main access point to Pinyon Mesa as it is for Elk
Springs and Colorado Mtn College. I worry that the increased density of Pinyon Mesa will impact traffic on an
already busy county road. 2) As providers of domestic water from Elk Springs to Pinyon Mesa I am concerned
with quantity and quality of water needed to subsist increased demand from Pinyon Mesa.
Both of these concerns center around the ability of increased dwelling square footage leading to larger
occupancy numbers which in turn will increase traffic load on Co Rd 114 and higher demand for domestic
water. When Pinyon Mesa was initially approved with the 3,294 square foot cap there were reasons Garfield
County chose to place this limit. Has such a request been granted to other developments in the HGSF Zone? Or,
is this a precedent setting request? I suggest the developer support their request by offering compelling reasons
for the exemption.
Best regards,
Tom Dunlop
Thomas S. Dunlop, MPH, REHS
245 Woodruff Road
Glenwood Springs, CO
81601
❑unlopenvCcaol.com
(970) 945-4820
(970) 379-4028 cell
1