HomeMy WebLinkAbout1.0 Application
June 2015
Submitted on Behalf of:
Berkeley Family Limited Liability Limited Partnership
4001 County Road 114
Glenwood Springs, Colorado 81601
Prepared by:
TG Malloy Consulting, LLC
402 Park Drive
Glenwood Springs, Colorado 81601
Email: tim@tgmalloy.com
P: 970.945.0832
LAKE SPRINGS RANCH
Preliminary Plan/PUD Amendment Application
Lake Springs Ranch
Subdivision Preliminary Plan & PUD Amendment June 2015
LAKE SPRINGS RANCH
SUBDIVISION PRELIMINARY PLAN & PUD AMENDMENT
TABLE OF CONTENTS
LIST OF FIGURES | PAGE ii
LIST OF EXHIBITS | PAGE ii
INTRODUCTION/DESCRIPTION OF AMENDMENTS| PAGE 1
REQUESTED APPROVALS & SUBMISSION REQUIREMENTS | PAGE 5
REVIEW CRITERIA – PRELIMINARY PLAN AMENDMENT | PAGE 7
REVIEW CRITERIA – PUD AMENDMENT | PAGE 21
SUMMARY | PAGE 28
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Lake Springs Ranch
Subdivision Preliminary Plan & PUD Amendment June 2015
LIST OF EXHIBITS
Exhibit 1 | Vicinity Map
Exhibit 2 | Approved Drainage Basin Map
Exhibit 3 | Plan Showing Filing 2 Utility Rerouting
Exhibit 4 | Approved Prelimianry Plan Maps
Exhibit 5 | Proposed Preliminary Plan Maps
Exhibit 6 | Proposed Phasing Plan
Exhibit 7 | Approved Phasing Plan
Exhibit 8 | Land Use Change Application Forms
Exhibit 9 | Proof of Ownership Documentation
Exhibit 10 | Statement of Authority
Exhibit 11 | Payment Agreement Form
Exhibit 12 | Pre‐application Conference Summary
Exhibit 13 | Adjacent Property Owner/Mineral Rights Mailing List
Exhibit 14 | Mineral Assessment Reports
Exhibit 15 | Professional Qualifications (High Country Engineering)
Exhibit 16 | Revised Preliminary Drainage Report (High Country Engineering)
Exhibit 17 | Resolution 2012-80
Exhibit 18 | Deed of Conservation Easement
Exhibit 19 | AVLT Letter of Support
Exhibit 20 | Email Regarding CDPHE Standards
Exhibit 21 | Approved PUD Guide
Exhibit 22 | Proposed PUD Guide
Exhibit 23 | Revised Affordable Housing Plan and Agreement
Exhibit 24 | Revised CCR’s (w/Track Changes)
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Lake Springs Ranch
Subdivision Preliminary Plan & PUD Amendment Application
INTRODUCTION/DESCRIPTION OF AMENDMENTS
The Lake Springs Ranch property is located approximately 3.5 miles southeast of
Glenwood Springs along County Road 114 (CR 114). The property, which
contains approximately 459.4 acres, is divided by CR 114. Exhibit 1 is a vicinity
map that shows the general location and configuration of the property. The
Applicants have been conserving the property in phases over the past 11 years
through a conservation easement which is held by AVLT. In 2012 the Board of
County Commissioners granted Preliminary Plan/PUD Amendment approval for
the property as memorialized in Resolution No. 2012-80 (Exhibit 17). Since that
time, the Applicants have discovered several issues which need to be addressed
before they can pursue final platting for Filing 2 of the subdivision. The
amendments that are being sought with this application are listed below, and
additional information for each of the amendments is provided in the
paragraphs that follow. The following list is divided into items for which
Preliminary Plan approval is being sought versus those for which PUD Amendment
approval is requested. Note that the redesign of Lots 8,9,11 and 13 show up in
both lists (A3 and B1) since this action requires both PUD and Preliminary Plan
Amendment approvals.
A) Preliminary Plan Amendment Items
A1. Amend the drainage plan to utilize more of the valley floor for temporary
stormwater storage in order to minimize impacts on conserved lands;
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A2. Eliminate Condition 15 of Resolution 2012-80 since additional stormwater
impoundment will not be necessary, according to the revised drainage
analysis;
A3. Redesign Lots 8,9,11 and 13 of Filing 2 to allow cul-de-sacs to be
removed from conserved area;
A4. Revised language in Condition 14 of Resolution 2012-80 to clarify that the
central water system must be reviewed under the CDPHE regulations for
“community” water systems.
B) PUD Amendment Items
B1. Redesign Lots 8,9,11 and 13 of Filing 2 to allow cul-de-sacs to be
removed from conserved area;
B2. Amend Phasing Plan to required County Road 114 improvements from
Filing 2 to Filing 3 and to shift 9 lots from Filing 4 to Filing 3;
B3. Decrease the required affordable housing from 15% to the current
requirement specified in the Garfield County Land Use and Development
Code (10%).
Items A1 through A3 of the above list are changes that are being made in
response to input from the Aspen Valley Land Trust (AVLT). AVLT holds the Deed
of Conservation Easement (DOCE – Exhibit 18) which encumbers a portion of the
property and they are responsible for ensuring that the provisions of the
conservation easement are honored. The drainage plan, which was approved
in 2012, shows a stormwater detention basin which is isolated in the southern
portion of the valley floor (see Exhibit 2 – Approved Drainage Basin Map). The
design of the approved detention basin would require significant grading and
dredging in order to accommodate the projected runoff. This grading would
impact existing wetlands, a portion of which extend into the area covered by the
DOCE (conserved area). The DOCE prohibits dredging or other alterations of
wetlands located within the conserved area (paragraph 6.2(E)).
Based on a revised drainage study (Exhibit 16) High Country Engineering has
determined that there will not be an increase in the runoff from the property
during the 25-year, 24-hour storm event. As a result, there is no need to create
addition stormwater detention capacity on the property. Essentially, the valley
floor already provides adequate storage for the design event. It will be
necessary to install a larger culvert to carry stormwater under CR 119 at the north
end of the property so as to avoid inundating the road during the 25-year event.
Runoff from the 100-year event will temporarily overtop CR 119 as it currently
does. A larger culvert will also be needed to allow stormwater to pass under the
ranch road that runs through the middle of the valley floor in the east/west
direction on the property. This culvert allows surface water runoff to pass from
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the south end of the valley floor to the north and into the irrigation pond located
on the south side of CR 119. Most importantly, no grading or other disturbance
will be required within the conserved area, other than as necessary to install the
larger culverts.
The elimination of condition number 15 is being requested since no additional
impoundment will be needed under the current drainage strategy. The current
drainage plan does not require any additional water impoundment in the
existing pond on the east side of CR 114 (East Pond). To be clear, the approved
drainage plan would not have required any additional water impoundment in
the East Pond either since the detention area was located on the valley floor
and not in the East Pond. Both the approved and proposed drainage strategies
do require passing additional stormwater through the East Pond but no
significant additional water would be detained in the pond. The outlet pipe for
the East Pond has been sized to allow the stormwater runoff generated during
peak storm events to pass through the pond at a rate appropriate to handle the
increased runoff. In addition, the invert elevation of the outlet pipe will be set to
the same level as the current outlet pipe. As a result, the proposed drainage
improvements will maintain the current water level in the pond even with the
increased runoff generated by the additional impervious surface associated with
the proposed development on the east side of CR 114.
AVLT also requested that the cul-de-sacs, located at the north ends of Lake
Springs Drive and Rivendell Drive, be relocated outside of the conserved area.
This required that the Applicants redesign the cul-de-sacs and reconfigure Lots 8,
9, 11and 13 of Filing 2 (see proposed Preliminary Plan Amendment Sheets 4 and 7
– Exhibit 5). While these changes have made these lots smaller, they all still
exceed the minimum lot size (.5 acres) and width requirements for lots on a cul-
de-sac (25 feet). The Applicants have reviewed the proposed changes to the
cul-de-sacs with AVLT. An earlier drainage analysis, which required the addition
of fill to top of the existing embankment in order to accommodate the necessary
detention capacity, was also review with AVLT. As a result, the letter of support
from AVLT (Exhibit 20) mentions “raising the dike by 1.5 feet.” High Country
Engineering has since determined that the additional fill will not be necessary.
However, the Applicant would like to reserve the option of adding some fill to the
dike/embankment with the requested approvals to allow some flexibility in the
final design of the drainage facilities on the property.
The Applicants are also requesting to modify the phasing plan to shift the
proposed improvements to County Road 114 from Filing 2 to Filing 3 and to shift 9
lots from Filing 4 to Filing 3 (see Exhibit 6). Filing 2 includes the remaining non-
conserved portion of the sod fields that occupy the valley floor. This filing also
includes 14 lots which occupy the area where the existing sod farm office and
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storage facilities are located. There are several reasons for seeking this change
to the phasing plan. The proposed improvements to CR 114 represent a
substantial cost, largely due to the realignment of the County Road in the area
of the East Pond. Filing 2 contains only 14 lots, the sale of which would not
generate enough revenue to cover the cost of the CR 114 improvements in
addition to the infrastructure required to develop the lots. Another factor
affecting the cost of development for Filing 2 is that much of the domestic water
system will need to be constructed in order to serve the Lots in Filing 2. The
Applicants are requesting that the phasing plan be amended to shift the 9 lots, in
the area of Tract A, from Filing 4 to Filing 3. Filing 3, as revised, would contain an
additional 27 lots which will help offset the cost of the contemplated
improvements to CR 114.
Filing 3 also includes grading associated with the installation of Lakeside Lane
and the establishment of the building pads for the lots adjacent to the pond.
Since the contemplated realignment of CR 114 near the East Pond will require
grading in this same area, it will be much more efficient to construct the CR 114
realignment as part of the Filing 3 construction work.
Deferring the CR 114 improvements to Filing 3 should not significantly impact
traffic flow on CR 114 since Filing 2 includes only 14 lots. Also, the intersection of
Spring Valley Road and CR 114 can be constructed without having completed
the planned CR 114 improvements since this intersection is located along a
segment of the County Road where few changes are contemplated. One
exception is that CR 114 will be slightly lowered in the area of the intersection
with Spring Valley Road/Lake Springs Drive. As a result, a short segment of Spring
Valley Road, immediately adjacent to the intersection with CR 114, would need
to be lowered to provide the proper grade for the intersection approach when
the improvements to CR 114 are constructed. However, some amount of
disturbance at this intersection would occur during the construction of the east
leg of the intersection (Lake Springs Drive) when Filing 3 is developed regardless.
Perhaps the most beneficial aspect of deferring the CR 114 improvements to
Filing 3 is that the improvements could be completed in a single construction
season which would reduce construction impacts for traffic on CR 114.
There are a few other minor adjustments that would need to be made to the
project as a result of the requested phasing revision such as changing the
alignment of a short segment of proposed gas, telephone and electric lines.
Exhibit 3 shows the alignment of these utilities as currently contemplated. The
revised alignment, which is on the west side of the realigned CR 114, is being
proposed in order to minimize disturbance to the existing CR 114 travel lanes
during installation. These are relatively minor revisions that would be addressed
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at final plat for Filings 2 and 3 and again when permitting was sought for the
installation of the utilities.
The request to amend the language in Condition 14 of Resolution No. 2012-80 is
the result of a clarification provided by the Garfield County Community
Development Department staff who had included this condition in the resolution
of approval in 2012. Shortly after Resolution 2012-80 was recorded, the
Community Department informed the Applicants by email (Exhibit 20) that they
had contacted the Colorado Department of Public Health & Environment
(CDPHE) and been informed that the water system for the Lake Springs Ranch
PUD would be classified as a “community system” as opposed to a “non-
transient, non-community system” as is identified in Condition 14. The Applicants
are simply seeking to formalize this correction.
The final requested change is to reduce the affordable housing requirement from
15% to the standard currently identified in the Garfield County Land Use and
Development Code (LUDC), which is 10%.
REQUESTED APPROVALS & SUBMISSION REQUIREMENTS
Application Submission Requirements
The Applicant is seeking PUD and Preliminary Plan amendment approval for the
Lake Springs Ranch PUD as outlined in the Pre-application Conference Summary
provide in Exhibit 12. This application includes the maps and other
documentation required for review of the requested amendments. The submittal
requirements from the Pre-application Conference Summary are listed below
along with the location in this application where each item can be found. The
bold text indicates whether a particular item satisfies the submittal requirements
for one or the other of the requested approvals (PUD Amendment or Preliminary
Plan Amendment) or both.
The regulatory documents and code sections containing the submission
requirements and review criteria, as specified in the Pre-application Conference
Summary, are addressed in the Review Criteria section of this application. A
complete list of all maps and exhibits contained in this application is provided in
the table of contents for this application.
List of Application Submission Requirements
4-203.A & B General Application Materials:
o Application Forms:
Preliminary Plan Amendment: Exhibit 8a (preliminary plan);
PUD Amendment: Exhibit 8b (PUD);
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o Ownership Documentation: Exhibit 9 (both);
o Statement of Authority: Exhibit 10 (both);
o Fee Payment and Payment Agreement Forms: Exhibit 11 (both);
o Pre-application Conference Summary : Exhibit 12 (both);
o List of Property Owners within 200 feet: Exhibit 13 (both);
o Name and Address of Mineral Owners: Exhibit 13 (both);
o Project Description: See Introduction of this application (both);
o Professional Qualifications: Exhibit 15 (both).
4-303.C Vicinity Map: Exhibit 1 (both);
4-203.D Site Plan: see Preliminary Plan Map
4-203.E Grading and Drainage Plan: Exhibit 16 (preliminary plan)
Previous Approval Resolutions & Relevant Documents: Exhibit 17 (both).
5-302.C Compliance with Article 7; Divisions 1, 2, 3 and 4: See Review
Criteria section of this application (preliminary plan);
5-402.D Preliminary Plan Map: (preliminary plan)
o Approved: Exhibit 4;
o Proposed: Exhibit 5;
5-402.I Revised Code, Covenants, Restrictions: Exhibit 24 (preliminary plan)
6-302.A PUD Plan: (PUD)
o Approved: Exhibit 21;
o Proposed: Exhibit 22 (PUD Zoning Map is at the end of this exhibit);
6-401 PUD Development Standards: See Review Criteria section of this
application (PUD);
8-201(A) Affordable Housing Plan and Agreement: See Review Criteria
section of this application and Exhibit 23 (both);
The proof of ownership documentation contained in Exhibit 9 is similar to the
documentation provided in the prior Preliminary Plan/PUD Amendment
application submitted in June of 2011. The only change in ownership that has
occurred since 2011 is that the land swaps between the Berkeleys, CMC and the
Nieslaniks, which were pending at the time of 2011 application, have been
completed. As a result, Exhibit 9 contains an update Title Commitment, as well
as the recorded boundary line adjustment affidavit and quit claim deeds for
these transactions instead of the contract memorandums that were included in
the 2011 application. Also, since the property does include federally held
mineral rights, we have included an update regarding the current status of
mineral rights (Exhibit 14c); and two mineral assessment reports (Exhibits 14a and
14b), which were included in the June 2011 application. These reports conclude
that the probability of surface mining occurring on the property is so remote as to
be negligible.
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REVIEW CRITERIA – PRELIMINARY PLAN AMENDMENT
The applicants are requesting the following amendments to the Preliminary Plan
approvals as memorialized in Resolution No. 2012-80:
A1. Amend the drainage plan to utilize more of the valley floor for temporary
stormwater storage in order to minimize impacts on conserved lands;
A2. Eliminate Condition 15 of Resolution 2012-80 since additional stormwater
impoundment will not be necessary, according to the revised drainage
analysis;
A3. Redesign Lots 8,9,11 and 13 of Filing 2 to allow cul-de-sacs to be removed
from conserved area;
A4. Revised language in Condition 14 of Resolution 2012-80 to clarify that the
central water system must be reviewed under the CDPHE regulations for
“community” water systems.
The regulatory provisions that are required to be addressed for the requested
preliminary plan amendments are listed below and addressed in the paragraphs
that follow.
List of Applicable Regulatory Provisions
Preliminary Plan Amendment
Garfield County Comprehensive Plan 2030 (as amended 11/8/2013)
Section 4-106: Amendment to an Approved Land Use Change Permit
Section 5-302.C: Article 7; Divisions 1 through 4 (as applicable)
Section 5-304: Amended Preliminary Plan
Section 5-401: Application Submittal Requirements
8-201(A): Affordable Housing Plan and Agreement (see discussion under
Review Criteria – PUD)
Discussion regarding compliance with the Garfield County Comprehensive Plan
is addressed beginning on the following page. This discussion is intended to
apply to both the Preliminary Plan and PUD amendment requests.
Sections 4-106 and 5-304 of the Land Use and Development Code (LUDC)
describe the process for reviewing amendments to land use change permits and
preliminary plans and provide the criteria for determining whether particular
amendments qualify as minor or substantial. In this case, the Community
Development Department has determined that the proposed amendments do
not qualify as minor and must be reviewed pursuant to the standards for
substantial modifications. The contents of this application have been prepared
based on this direction. Section 5-401 contains the table which identifies the
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submission requirements for various types of subdivision and subdivision
amendment applications. However, Section 5-304.B.2.b.1 of the LUDC specifies
that the Community Development Director has the authority to determine the
submission requirements for preliminary plan amendment applications that have
been determined to contain substantial modifications. In accordance with this
section, the Community Development Department provided a list of submission
requirements in the Pre-application Conference Summary (Exhibit 12). The
submission requirements are also listed on pages 5 and 6 of this application for
convenience. This application contains all of the maps, reports and other
documents identified in Pre-application Conference Summary, including a
revised PUD Guide (Exhibit 22) and revised Declaration of Covenants, Conditions
and Restrictions (Exhibit 24). The revised Declaration of Convents, Conditions and
Restrictions was done using Track Changes so that the proposed revisions can be
easily identified.
Section 5-302.C specifies the criteria for which compliance must be
demonstrated in preliminary plan applications. The criteria that must be met are
contained in Divisions 1 through 4 of the standards section of the LUDC (Article 7).
Since the Applicants are seeking relatively minor amendments to the approved
Preliminary Plan, only those standards that relate to the proposed amendments
have been addressed in this application. For example, none of the requested
amendments have any impact on any wildlife habitat, wildfire hazard areas, or
geologic hazards so compliance with these criteria is not discussed in this section.
For convenience, the actual text from the LUDC is provided and has been
highlighted in bold and italics.
Compliance with Garfield County Comp Plan (both applications)
The discussion in this section applies to both the preliminary plan and PUD
amendment requests. The Lake Springs Ranch PUD was found to be in general
conformance with the Garfield County Comprehensive Plan 2030 (Comp Plan)
during the Preliminary Plan/PUD Amendment review which was conducted in
2012 (see Paragraph I(3) of Resolution No. 2012-80). The Comp Plan was
amended in Novemebr of 2013. However, the Preliminary Plan and PUD
amendments requested in this application woud not be affected by any of the
changes made to the Comp Plan. The Comp Plan sets overarching policies
related to growth, community character, environmental preservation and other
broad policy issues. With the exception of the request to modify the number of
required affordable housing units, the amendments requested in this application
involve issues at a level of detail that the Comp Plan is not intended to address.
Therefore, the amended Lake Springs Ranch PUD, as currently proposed,
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continues to meet the standard of genral conformance with the goals and
policies of the current Comp Plan.
Regarding the Applicant’s request to amend the number of required affordable
housing units, the current Land Use and Development Code was amended in
2013 to change the number of required affordable housing units for subdivisions
located in the Roaring Fork Valley from 15% of the number of lots in the
subdivision to 10%. That same year, the Comp Plan was also amended to
include a reference to the 10% requirement in the Housing Element Section. No
other significant changes have been made to the Housing Element of the Comp
Plan. The current Comp Plan still supports the idea of requiring new development
to contribute its fair share to providing affordable housing and it still recommends
allowing required affordable housing to be constructed where urban services are
available. In addition, Goal #1 of the Housing Element of the Comp Plan
promotes the development of a range of housing types and price levels. The
revised Affordable Housing Plan and Agreement for the Lake Springs Ranch PUD
continues to include 1, 2 and 3 bedroom units that would be deed restricted to
categories 1 through 3, which is consistent with this goal.
Other than the number of units, all other aspects of the affordable housing
component of the Lake Springs Ranch PUD will remain as described in the draft
Affordable Housing Plan and Agreement that was reviewed by the County in
2012. A revised version of the Affordable Housing Plan and Agreement has been
provided with this application (Exhibit 23) as required in Section 8-202 of the
LUDC. The revised Affordable Housing Plan reflects the proposed changes to the
number, unit type and category mix of the required affordable housing units
based on the 10% standard contained in Section 8-301.A of the LUDC.
Compliance with Article 7: Standards (Divisions 1 through 4)
7-101 Compliance with Zone District Use Restrictions: The Land Use Change shall
comply with Article 3, Zoning, including any applicable zone district use
restrictions and regulations.
Response: The underlying zoning in this case is the existing PUD which was last
amended in 2012. No changes to the allowed density, allowed uses or any other
aspect of the PUD zoning as described in the PUD Guide, which was approved in
2012 and recorded at Reception No. 842009, are proposed with this application.
The recorded PUD Guide has been provided as Exhibit 21 of this application. A
revised PUD Guide has also been provided with this application (Exhibit 22).
Exhibit 22 includes the PUD Zoning Map which remains unchanged from the
version approved in 2012. The changes in the revised PUD Guide deal with the
proposed amendment to the number of affordable housing units and a request
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to eliminate a provision which prohibits more than three (3) dwelling units within
the R/CH District. The rationale for these changes to the PUD Guide are
discussed later in this application. No other substantive changes are necessary.
7-102 Compliance with Comprehensive Plan and Intergovernmental
Agreements: The Land Use Change is in general conformance with the Garfield
County Comprehensive Plan and complies with any applicable
intergovernmental agreement.
Response: See Comprehensive Plan Compliance section above.
7-107 Access and Roadways: All roads shall be designed to provide for
adequate and safe access and shall be reviewed by the County Engineer.
D. Road Dedications.
All rights-of-way shall be dedicated to the public and so designated on the Final
Plat. They will not, however, be accepted as County roads unless the BOCC
specifically designates and accepts them as such.
E. Impacts Mitigated.
Impacts to County roads associated with hauling, truck traffic, and equipment
use shall be mitigated through roadway improvements or impact fees, or both.
Response: The only change to the road system proposed at this time is the
redesign of the cul-de-sacs at the ends of Spring Valley Road and Rivendell
Road. Both of these cul-de-sacs have been designed in accordance with the
road standards contained in Section 7-107 of the LUDC.
The approved Preliminary Plan includes a set of improvements to CR 114 as
mitigation for the road impacts associated with the project. These improvements
include a significant realignment of CR 114 in the area of the East Pond as well as
other minor adjustments to the road alignment through the Lake Springs Ranch
property and a widening of the road and shoulders. In addition, the approved
Preliminary Plan shows a new right-of-way for CR 114, which follows the new road
alignment and widens the right-of-way from the current 60-foot width to 80-feet.
The 80-foot width matches the right-of-way width identified on the preliminary
plan for the adjacent Spring Valley Ranch project. The new right-of-way will be
dedicated to the County at final plat for either Filing 2 or 3, whichever the
County deems acceptable. Since the Applicants are requesting that the actual
improvements to CR 114 be shifted to Filing 3 they are also requesting that the
right-of-way be dedicated with the final plat for Filing 3. This has been proposed
in order to simplify the final plat process for Filing 2, which the Applicants hope to
complete in 2015.
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Regardless of when the CR 114 right-of-way is dedicated, the request to shift the
actual CR 114 improvements to Filing 3 results in the need to address a temporary
condition associated with the location of the existing and future right-of-way
boundaries relative to the existing CR 114 travel lanes. The drawings on the
following pages show two options for addressing this temporary condition, both
of which could be addressed in the Filing 2 final plat. Option A, which is
preferred by the Applicants, involves dedicating the future CR 114 right-of-way at
final plat for Filing 3. As shown on the Option A drawing, this results in a gap
between the existing right-of-way line along the west side of CR 114 and the east
property lines of the open space parcel and Lots 1 and 2 of Filing 2. The
Applicants propose to address this issue by labelling this gap as an “out
parcel/future right-of-way” on the Filing 2 final plat. Under this option, this gap
would become part of the new right-of-way for CR 114 and would be dedicated
to the public with the Filing 3 final plat. This option also requires the establishment
of a temporary access easement to extend the public right of access from the
end of the Spring Valley Road right-of-way, which will be dedicated at final plat
for Filing 2, across the previously-described narrow out parcel to the existing CR
114 right-of-way (see Option B drawing below). The temporary easement would
also be vacated when the new right-of-way for CR 114 is dedicated with the
Filing 3 final plat.
Option B involves dedicating the new right-of-way for CR 114 at the time of the
final plat for Filing 2 but not making the improvements to CR 114 until the
development of Filing 3. As shown on the Option B drawing, this approach
would require the vacation of the existing CR 114 right-of-way and creation of a
temporary access easement for the small segment of the existing CR 114
alignment that would remain outside of the new right-of-way. This easement
would be drafted so that it would sunset when the realignment of CR 114 was
completed. While the Applicant’s prefer Option A, we are seeking direction from
the County as to the best approach for handling this interim condition.
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Option A - Temporary R.O.W. Condition
Source: High Country Engineering
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Option B - Temporary R.O.W. Condition
Source: High Country Engineering
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7-201 Agricultural Lands:
A. No Adverse Affect to Agricultural Operations - Land use changes on lands
adjacent to or directly affecting agricultural operations shall not adversely affect,
or otherwise limit the viability of existing agricultural operations. Proposed division
and development of the land shall minimize the impacts of residential
development on agricultural lands and agricultural operations, and maintain the
opportunity for agricultural production.
Response: The subject property includes the Rivendell Sod Farm, which produces
sod for landscaping purposes. The sod fields and related facilities are located
entirely on the west side of CR 114 and primarily occupy the valley floor and
portions of the immediately adjacent slopes. In 2012, the County found that the
Lake Springs Ranch Preliminary Plan and PUD amendment, which was being
reviewed at that time, met the standards and criteria of the then-adopted
Unified Land Use Resolution (ULUR), which included this same criteria (Section 7-
201.A). The only aspects of the currently-proposed amendments that affect the
existing agricultural operations are relocation of the cul-de-sacs and redesign of
the drainage plan. Both of these changes are being made to avoid impacts to
lands that are encumbered by the existing conservation easement and to
minimize impacts to agricultural lands and adjacent wetlands. In particular, the
proposed change to the drainage plan will eliminate the need for significant
grading of the valley floor to achieve the necessary storage volume for
stormwater detention. This will leave the existing agricultural lands undisturbed
except during the rare times when stormwater runoff is flowing through the valley
floor.
It should be noted that development of the lots in Filing 2 will require removal
and reconstruction of many of the existing structures and facilities utilized in the
sod farm operation. Removal of these facilities, while not directly impacting the
agricultural lands, may raise some questions about the practical and economic
realities of continuing the sod farm operation, at least as currently managed.
However, these questions are the result of aspects of the subdivision which are
not related to the amendments being proposed at this time. In fact, redesign of
the drainage plan, as currently proposed, would increase the post development
viability of the agricultural use of the property, since it will leave the existing sod
fields on the valley floor undisturbed.
7-203. Protection of Waterbodies.
A. Minimum Setback.
1. A setback of 35 feet measured horizontally from the Typical and Ordinary
High Water Mark (TOHWM) on each side of a Waterbody is required.
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2. In the case of entrenched or incised streams, where the vertical distance
from the bank exceeds 25 feet, all activities, except for those referenced in
section 7-203.A.3, will adhere to a setback of 2.5 times the distance
between the TOHWMs or 35 feet, whichever is less.
3. A minimum setback of 100 feet measured horizontally from the TOHWM
shall be required for any storage of hazardous materials and sand and salt
for use on roads.
B. Structures Permitted In Setback.
Irrigation and water diversion facilities, flood control structures, culverts, bridges,
pipelines, and other reasonable and necessary structures requiring some
disturbance within the 35 foot setback may be permitted.
C. Structures and Activity Prohibited in Setback.
Unless otherwise permitted or approved, the following activities and
development shall be prohibited in the 35 foot setback:
1. Removal of any existing native vegetation or conducting any activity
which will cause any loss of riparian area unless it involves the approved
removal of noxious weeds, nonnative species, or dead or diseased trees.
2. Disturbance of existing natural surface drainage characteristics,
sedimentation patterns, flow patterns, or flood retention characteristics by
any means, including without limitation grading and alteration of existing
topography. Measures taken to restore existing topography to improve
drainage, flow patterns, and flood control must be approved.
D. Compliance with State and Federal Laws.
Any development impacting a Waterbody shall comply with all applicable state
and federal laws, including, but not limited to, CDPHE water quality control
division regulations and the Army Corp of Engineers regulations and permitting
for waters of the U.S.
Response: The Applicants are proposing to replace an existing culvert, which
runs under CR 119 near the north end of the property, with a larger culvert. The
location of the culvert is within the 35-foot setback from the irrigation pond.
Upsizing is also planned for the culvert that carries water under the ranch road
near the middle of the property. However, Subsection B of this section allows
flood control structures, irrigation water diversion facilities, culverts, and other
reasonable and necessary structures to be constructed within the 35-foot
setback. The proposed culverts are being added, as part of the revised
drainage strategy, to allow passage of the stormwater runoff during the 25-year
event and to avoid inundating CR 119. The revised drainage strategy eliminates
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other, more injurious, impacts to the wetlands at the south end of the property,
as contemplated in the approved drainage plan.
We would also argue that the existing irrigation pond qualifies for exemption from
the definition of a “waterbody” as described in Article 15 of the LUDC, which
states:
“Waterbody” does not include irrigation ditches used for the sole purpose of
agriculture, and water impoundments.
The existing pond is essentially a widening of the irrigation ditch and is the source
of irrigation water for the adjacent sod fields on the Lake Springs Ranch.
The Applicants will comply with all applicable State and Federal regulations
necessary for the installation of the proposed culverts.
7-204 Drainage and Erosion.
B. Drainage
1. Site Design to Facilitate Positive Drainage. Lots shall be laid out to provide
positive drainage away from all buildings.
2. Coordination with Area Storm Drainage Pattern. Individual lot drainage
shall be coordinated with the general storm drainage pattern for the area.
a. Drainage ditches shall have a minimum Slope of no less than 0.75%.
Energy dissipaters or retention ponds shall be installed in drainage
ditches where flows are in excess of 5 feet per second. Ditches
adjacent to roads shall have a maximum Slope of 3:1 on the inside and
outside edges, except where there is a cut Slope on the outside edge,
in which case the edge of the ditch shall be matched to the cut Slope.
b. Subdrains shall be required for all foundations where possible and shall
divert away from building foundations and daylight to proper drainage
channels.
c. Avoid Drainage to Adjacent Lots. Drainage shall be designed to avoid
concentration of drainage from any lot to an adjacent lot.
C. Stormwater Run-Off
These standards shall apply to any new development within 100 feet of a
Waterbody and to any other development creating 10,000 square feet or more of
impervious surface area.
1. Avoid Direct Discharge to Streams or Other Waterbodies. Stormwater Runoff
from project areas likely to contain pollutants shall be managed in a
manner that provides for at least 1 of the following and is sufficient to
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prevent water quality degradation, disturbance to adjoining property, and
degradation of public roads.
a. Runoff to Vegetated Areas. Direct run-off to stable, vegetated areas
capable of maintaining Sheetflow for infiltration. Vegetated receiving
areas should be resistant to erosion from a design storm of 0.5 inches in
24 hours.
b. On-Site Treatment. On-site treatment of stormwater prior to discharge to
any natural Waterbody by use of best management practices designed
to detain or infiltrate the Runoff and approved as part of the stormwater
quality control plan prior to discharge to any natural Waterbody.
c. Discharge to Stormwater Conveyance Structure. Discharge to a
stormwater conveyance structure designed to accommodate the
projected additional flows from the proposed project, with treatment by
a regional or other stormwater treatment facility.
2. Minimize Directly-Connected Impervious Areas. The site design shall
minimize the extent of directly-connected impervious areas by including
the following requirements:
a. Drainage through Vegetated Pervious Buffer Strips. Runoff from
developed impervious surfaces (rooftops, Parking Lots, sidewalks, etc.)
shall drain over stable, vegetated pervious areas before reaching
stormwater conveyance systems or discharging to Waterbodies.
b. Techniques Used in Conjunction with Buffer Strip. The requirement that
all impervious areas drain to vegetated pervious buffer strips may be
reduced if the outflow from the vegetated pervious buffer strip is
directed to other stormwater treatment methods. Examples of other
potential techniques to be used in conjunction with vegetated pervious
buffer strip are: infiltration devices, grass depressions, constructed
Wetlands, sand filters, dry ponds, etc.
c. Grass Buffer Strip Slope Design. When impervious surfaces drain onto
grass buffer strips, a Slope of less than 10% is encouraged, unless an
alternative design is approved by the County.
3. Detain and Treat Runoff. Permanent stormwater detention facilities are
required to be designed to detain flows to historic peak discharge rates
and to provide water quality benefits and maintained to ensure function.
Design criteria for detention facilities include:
a. Detention facilities shall ensure the post-development peak discharge
rate does not exceed the pre-development peak discharge rate for the
2-year and 25-year return frequency, 24-hour duration storm. In
determining Runoff rates, the entire area contributing Runoff shall be
considered, including any existing off-site contribution.
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b. To minimize the threat of major property damage or loss of life, all
permanent stormwater detention facilities must demonstrate that there
is a safe passage of the 100-year storm event without causing property
damage.
c. Channels downstream from the stormwater detention pond discharge
shall be protected from increased channel scour, bank instability, and
erosion and sedimentation from the 25-year return frequency, 24-hour
design storm.
d. Removal of pollutants shall be accomplished by sizing dry detention
basins to incorporate a 40-hour emptying time for a design precipitation
event of 0.5 inches in 24 hours, with no more than 50% of the water
being released in 12 hours. If retention ponds are used, a 24-hour
emptying time is required. For drainage from Parking Lots, vehicle
maintenance facilities, or other areas with extensive vehicular use, a
sand and oil grease trap or similar measures also may be required. To
promote pollutant removal, detention basins length-to-width ratio
should be not less than 2, with a ratio of 4 recommended where site
constraints allow. A sedimentation “forebay” is recommended to
promote long-term functioning of the structure. Access to both the
forebay and pond by maintenance equipment is required.
e. Culverts, drainage pipes, and bridges shall be designed and
constructed in compliance with AASHTO recommendations for a water
live load.
Response: Exhibit 16 is the revised drainage plan prepared by High Country
Engineering. The primary change to the drainage plan is that the temporary
storage of stormwater runoff has been expanded to incorporate more of the
valley floor within the Lake Springs Ranch property. This change eliminates the
need for grading to accommodate the projected design-year stormwater runoff.
The plan approved in 2012 required significant grading and excavation to create
the detention capacity needed at the south end of the sod fields. The current
plan requires only the installation of larger culverts to accommodate the 25-year
storm flowrate. These and all other drainage facilities associated with the project
have been designed in accordance with the standards and requirements of this
section of the Garfield County LUDC. The proposed stormwater flows will be
treated prior to discharging offsite and runoff from the proposed site will be kept
to historic levels for both 25-year and 100-year storm events. The proposed
drainage facilities are shown on the drawings contained in Exhibit 16. While the
revised drainage plan requires a small amount of disturbance within the
conserved area (for culvert installation), the proposed drainage strategy has
been reviewed with AVLT and they have provided a letter of support (Exhibit 19).
The Applicants will continue to work with AVLT as more detailed information
regarding drainage improvements become available. All disturbance
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associated with the proposed improvements to the existing embankment and
drainage culverts will be revegetated in accordance with County standards.
7-402. Subdivision Lots.
All lots in any Subdivision shall conform to the following specifications:
A. Lots Conform to Code.
Lot area, width, frontage, depth, shape, location, and orientation shall
conform to the applicable zone district requirements and other appropriate
provisions of this Code.
1. The Lot Size may be increased for lots developed in areas posing a
potential hazard to health or safety due to soil conditions or geology.
2. Lot characteristics shall be appropriate for the location of the
development and the type of use allowed.
a. Depth and width of lots shall be adequate to provide for the required
off-street parking and loading facilities required by the type of use
and development contemplated.
b. The width of residential corner lots shall be sufficient to
accommodate the required building setback from both roads.
B. Side Lot Line Alignment.
Side Lot Lines shall be substantially at right angles or radial to road right-of-
way lines.
C. Lots Configuration, Cul-de-Sacs.
Wedge-shaped lots or lots fronting on cul-de-sacs shall be a minimum of 25
feet in width at the front property line.
D. Lot Division by Boundaries, Roads, or Easements Prohibited.
No lots shall be divided by municipal boundaries, County roads or public
rights-of-way.
Response: The proposed revision to the cul-de-sacs at the ends of Springs Valley
Road and Rivendell Road require the reconfiguration of lots 8, 9, 11 and 13 of
Filing 2. The image below is an excerpt from the proposed Preliminary Plan
Overall Map and shows these four lots and the related cul-de-sacs.
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Source: High Country Engineering
Lots 8 and 13 were minimally affected by the redesign of the cul-de-sacs. The
changes to Lots 9 and 11 were more significant but these lots continue to comply
with all of the standards contained in the approved PUD Guide as well as those
listed above for this section of the LUDC. All four lots exceed the lot width
requirement for lots located on a cul-de-sac as specified in Section 7-402.C of
the LUDC. Lot 11 is the smallest of the four lots at .717 acres. The minimum lot size
identified in the approved PUD Guide is .5 acres.
Compliance with Section 8-201(A) Affordable Housing Plan
Discussion of compliance with this section is provided at the end of the Review
Criteria – PUD Amendment section which follows.
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REVIEW CRITERIA – PUD AMENDMENT
The applicants are requesting the following amendments to the approved PUD
as memorialized in Resolution No. 2012-80:
B1. Redesign Lots 8,9,11 and 13 of Filing 2 to allow cul-de-sacs to be removed
from conserved area;
B2. Amend Phasing Plan to required County Road 114 improvements from Filing
2 to Filing 3 and to shift 9 lots from Filing 4 to Filing 3;
B3. Decrease the required affordable housing from 15% to the current
requirement specified in the Garfield County Land Use and Development
Code (10%).
The Pre-application Conference Summary lists the regulatory provisions that are
required to be addressed for the requested PUD amendments (see list below).
List of Applicable Regulatory Provisions
PUD Amendment
Garfield County Comprehensive Plan 2030 (as amended 11/8/2013)
LUDC Section 6-202: PUD Zoning
LUDC Section 6-203.B.1.b: PUD Amendment, Substantial Modification
LUDC Section 6-302: PUD Zoning
LUDC Section 6-401: PUD Development Standards
8-201(A): Affordable Housing Plan and Agreement
Compliance with the Garfield County Comprehensive Plan was addressed in the
Review Criteria - Preliminary Plan Amendment Section of this application.
Section 6-203.B.1.b of the LUDC outlines the process for reviewing PUD
amendments and provides the criteria for determining whether particular
amendments qualify as minor or substantial. The Community Development
Department has determined that the proposed amendments do not qualify for a
minor review due to the fact that the requested amendments include a change
in the approved phasing plan. Section 6-302 describes the drawings and other
information which would ordinarily be required for a PUD or PUD amendment
application. In this case, the Community Development Director has determined
the application submission requirements, as permitted by the LUDC. The
submission requirements are identified in the Pre-application Conference
Summary and are included in the list of application submission requirements at
the beginning of this application. Section 6-202.C of the ULUR contains the list of
review criteria for PUD and PUD amendment applications. The primary review
criteria are contained in Section 6-401, which is referenced in Section 6-202.C,
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and in Section 8-201(A) for the requested decrease in the required affordable
housing. The applicable criteria from these sections are addressed below.
Compliance with Section 6-401 PUD Development Standards
6-401 PUD Development Standards: At the time of zoning as a PUD, the Applicant
may request that the BOCC modify the specifications, standards, and
requirements to which the parcel(s) would be otherwise subject based on the
zone district requirements set forth in Article 3. The BOCC may grant a
modification if the Applicant demonstrates that the proposed specifications,
standards, and requirements meet support the purpose of the PUD. In addition,
the PUD Plan shall meet the following criteria:
A. Permitted Uses.
1. Permitted uses within the PUD are all uses that are either permitted in the
underlying zone district or are in general conformance with the
Comprehensive Plan.
2. Upon approval, the uses that shall be permitted in any particular PUD shall
be those permitted by the PUD Guide.
B. Off-Street Parking.
The PUD shall provide parking areas adequate in terms of location, area,
circulation, safety, convenience, separation, and screening.
C. Density.
1. Nonresidential Density. The density of nonresidential development allowed
within a PUD shall comply with the Comprehensive Plan and shall not
exceed the level that can be adequately served by public facilities.
2. Residential Density.
a. Residential density shall be no greater than 2 dwelling units per gross
acre within the PUD; provided, that the BOCC may allow an increase to a
maximum of 15 dwelling units per gross acre in areas where public water
and sewer systems, owned and operated by a municipal government or
special district, pursuant to C.R.S. § 32-1-103(20) are readily available.
b. Residential density shall be calculated by summing the number of
residential dwelling units planned within the boundary of the PUD and
dividing by the total gross area expressed in acres within the boundary of
the PUD. Averaging and transferring of densities within the PUD shall be
allowed upon a showing of conformance with the purposes of this section
through appropriate design features within the PUD that will achieve high
standards of design and livability.
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D. Housing Types.
For PUDs proposing residential uses:
1. The PUD shall provide for variety in housing types and densities; and
2. The PUD shall comply with Article 8, in regards to the provision of
Affordable Housing.
E. Transportation and Circulation System.
The PUD shall provide a safe, convenient, and adequate circulation system
designed to accommodate emergency vehicles and other vehicular,
pedestrian, and bicycle traffic.
F. Recreational Amenities.
The PUD shall provide recreational opportunities and amenities to residents of the
PUD, if applicable.
G. Building Height.
The maximum height of buildings may be increased above the maximum
allowed in the zone district so long as the height does not result in unreasonable
adverse effect on adjacent sites or other areas in the immediate vicinity in
regard to shadows, loss of air circulation, or loss of view.
H. Lots.
1. The minimum Lot Size, the minimum setback, and the maximum Lot Coverage
may be modified from the zone district.
2. Each lot shall contain an acceptable building site, unless the lot is specifically
reserved for use that does not allow for a structure.
I. Phasing.
Each phase within a PUD shall be planned and related to existing surrounding
and available facilities and services so that failure to proceed to a subsequent
phase will not have a substantially adverse impact on the prior and future phases
of the PUD or its surroundings.
Response: The proposed amendments do not affect most of these criteria. The
permitted uses identified in the Approved PUD Guide (Exhibit 21) will remain
unchanged. The allowed uses listed in the PUD Guide include single-family and
multi-family residential, open space, trails, agriculture (including the existing sod
farm and related landscape implement materials dealer), and wildlife
preservation. All other dimensional requirements described in the approved PUD
Guide, including the building heights, will also remain unchanged. None of the
amendments requested in this application would have any effect on the amount
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of off-street parking, housing types, the transportation and circulation system or
the recreational amenities.
A revised PUD Guide has been provided as Exhibit 22 of this application. It’s
important to note that the requested PUD amendments do not include any
changes to the approved PUD Zone Map, which is attached to the revised PUD
Guide. None of the zone districts shown on the PUD Zone Map are altered in any
way as a result of this application.
The revisions contained in the Proposed PUD Guide address the requested
change to the number of affordable housing units as well as the elimination of a
provision in section VII(B)(1) which states that no more than three dwelling units
may exist in the R/C.H. District. This provision was added by the Community
Development Department Staff during the 2012 review process. It’s unclear why
this provision was added since the R/C.H. District encompasses the entire Tract A
which is the area of the PUD where the multi-family dwelling units are planned to
be located. In fact, the R/C.H. District is the only zone district within the PUD
where multi-family units are permitted. Tract A contains 7.74 acres which is
ample room to comfortably accommodate all of the proposed affordable
housing units and provide significant common area as well. Assuming the
County approves the Applicants’ request to reduce the number of required
affordable housing units to 12, the development density on Tract A would be .65
dwelling units per acre, which is well below the 2 dwelling units per acre
permitted in Section 6-401.C.2a above. Given these factors, the Applicants
request that this provision be eliminated and the Proposed PUD Guide shows this
language in strikethrough text (Page 10).
The Applicants are also requesting a change to the number of required
affordable housing units consistent with the current standard in the LUDC as
described in Section 6-204.D.2 above. As a result of the reduction in the
affordable housing units, the overall density of the project would be slightly lower
than was approved in 2012. The approved density for the project is .30 dwelling
units per acre. The overall density of the project as currently proposed would be
.28 dwelling units per acre. Further consideration of the requested reduction in
the required number of affordable housing units is provided later in this
application in the response to Section 8-201(A) of the LUDC.
While lots 8, 9, 11 and 13 of Filing 2 have been reconfigured to accommodate
the cul-de-sacs, which were pulled out of the conserved area, these lots
continue to contain acceptable building envelopes and conform to all of the
development standards identified in the PUD Guide, including the minimum lot
size for the Residential Single-Family District. These lots also conform to the
minimum lot width standard for lots on cul-de-sacs (25 feet) as required in Section
7-402(C) of the LUDC.
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The Applicants are proposing to amend the Phasing Plan to shift the proposed
improvements to CR 114 from Filing 2 to Filing 3. The Proposed Phasing Plan is
depicted on Exhibit 6 and the Approved Phasing Plan is provided in Exhibit 7. The
proposed amendment to the phasing plan affects only the improvements to CR
114 and the alignment of a short segment of the gas, telephone and electric
utilities needed to serve the Lake Springs Ranch development. Shifting the
proposed CR 114 improvements to Filing 3 will resolve significant construction
inefficiencies that exist with the current phasing plan as is explained in the project
description section of this application. The proposed phasing amendment would
also have a temporary beneficial effect on the surroundings by limiting the
impacts associated with construction of the proposed CR 114 improvements to a
single construction season.
The key question here is what would be the impact of the proposed change in
phasing if the project failed to proceed to a subsequent phase. In this case, the
revision involves a shift in road improvements from Filing 2 to Filing 3. As a result,
the effect of the proposed revision is limited to the situation where the project
fails to proceed beyond Filing 2. Once Filing 3 is developed, the road
improvements would be constructed and there would be no further impacts on
subsequent phases.
If the project does not proceed beyond Filing 2 then the improvements to CR 114
would not be constructed, at least not as contemplated in the currently
approved Lake Springs Ranch PUD. To be clear, the Applicants fully intend to
proceed beyond Filing 2 and have no intent of avoiding any applicable road
impact mitigation measures. However, for the purpose of addressing the intent
of this criteria, we offer the following information in support of our contention that
not proceeding beyond Filing 2 would result in little impact on future phases or
the surrounding area. To begin, the required road improvements are determined
based on the amount of traffic generated by the project. The development of
Filing 2 alone would generate relatively little traffic on CR 114 as compared to
the available road capacity, and the impact of the project-generated traffic
could be mitigated through a road impact fee as provided for in the LUDC
(Section 7-405.A). The traffic generated by the 14 lots in Filing 2 is estimated to be
134 ADT (based on the ITE standard for single-family dwellings [9.57
trips/day/unit]). According to the traffic impact study prepared for the
Applicants by Schmueser Gordon Meyer in October of 20101, the existing traffic
volume on CR 114, above the CMC Vet Tech facilty, was approxiamtley 384
vehicles per day, while the stated design capacity for the road is 6,850 vehicles
per day (for its entire length). This means that the post-development traffic
volume on CR 114 (existing traffic plus project-generated traffic) would be only
7.6% of the road’s design capacity. The calculation is as follows:
1 Lake Springs Ranch PUD Traffic Impact Study, Garfield County, Colorado; Schmueser Gordon Meyer (October 2010).
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ሺૡ ൌ ૡሻ ൊ ,ૡ ൌ.ૠ ࢘ ૠ.%
We recognize that this analysis is based on traffic counts which are several years
old. However, its unlikely that the traffic volumes in this area have changed
much since there has been no significnat development in the surrounding area
over the intervening years. Aslo, since the post-development traffic is less than
one tenth the design capacity, some amount of error in the existing traffic
volumes wouldn’t change the fact that CR 114 has ample excess capacity to
handle the traffic generated by the 14 lots in Filing 2 without the improvements
contemplated in the 2012 Preliminary Plan/PUD Amendment approvals.
The analysis above assumes that the sod farm operation continues. However,
development of the lots in Filing 2 would necessitate the removal and
reconstruction of the existing office and storage facilities for the sod farm, which
could potentially result in the closing of the sod farm operation. If this were to
happen, the traffic associated with the lots in Filing 2 would be substantially offset
by the elimination of the traffic associated with the sod farm. Shutting down the
sod farm would also reduce the impacts associated with the heavier commercial
vehicles used in the sod farm operations.
It should also be noted that the County required improvements to CR 114 in
association with the approvals granted for the Spring Valley Ranch PUD, which is
located immediately to the north of Lake Springs Ranch. Therefore, if the Lake
Springs Ranch project were to fail to proceed beyond Filing 2, CR 114 would still
be improved if development of Spring Valley Ranch goes forward. In either
case, traffic impacts would be addressed either through the construction of
previously-approved road improvements or through payment of the appropriate
traffic impact fee.
The only other change to the phasing plan is the shift of nine (9) lots from Filing 4
to Filing 3. Lots 19 through 26 of Filing 3, as shown on the Proposed Phasing Plan
(Figure 6), were shown as being included in Filing 4 in the Approved Phasing Plan
(Figure 7). These lots are being shifted to Filing 3 in order to provide more
saleable lots in that phase to help offset the cost of improvements to CR 114
which are planned to be constructed in conjunction with Filing 3. Including these
lots in Filing 3 also involves the construction of Lake Springs Drive all the way to
Tract A which will be necessary to provide access for the affordable housing units
that will be required for all phases of the development. This change to the
project phasing will have no adverse impacts on the prior or subsequent phases
or on the surrounding area.
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Compliance with Section 8-201(A) Affordable Housing Plan
The Applicant shall submit an “Affordable Housing Plan” that includes the
following provisions.
1. The proposed location of the Affordable Housing Units.
2. The proposed number and unit mix of Affordable Housing Units based upon
the provisions of section 8-301, Number and Unit Mix.
3. The proposed schedule for construction and completion of the Affordable
Housing Units in relation to the proposed construction and completion of
the overall development.
4. The proposed breakdown of Affordable Housing Units by category, based
on provisions of section 8-301.B., Unit Mix and Minimum Bedroom
Requirement, including the proposed Lot Size and square footage size of
each unit.
5. The proposed calculations for HOA dues as set forth in section 8-302.B.5.
6. The proposed form of Deed Restriction and any other documents
necessary to comply with the requirements of this Article.
7. Any rental housing proposal will require the Applicant to propose
additional guidelines not codified herein. Such guidelines at a minimum
must address details for administration and on-going affordability. The
proposed guidelines are subject to BOCC approval.
8. The proposed method of financial security to ensure construction of the
Affordable Housing Units, such as:
a. A bond or other security acceptable to the BOCC, in an amount
acceptable to the BOCC to ensure the required number of Affordable
Housing Units are constructed.
b. Provisions in the adopted Affordable Housing Plan that require Building
Permits for 10 free-market houses may only be issued after a Building
Permit for 1 Affordable Housing Unit has been issued.
c. Another method of securing construction of the Affordable Housing units
acceptable to the BOCC.
9. If the Applicant proposes to locate some or all of the Affordable Housing
Units off-site, the plan for off-site location and justification therefor.
10. The proposal for compliance with all provisions of the Affordable Housing
Guidelines maintained by the Garfield County Housing Authority (GCHA) or
other Approved Affordable Housing Entity (AAHE).
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Response: Section 8-202 of the current LUDC requires that an affordable housing
plan be approved at Preliminary Plan. While a draft affordable housing plan was
provided as part of the 2012 Preliminary Plan/PUD Amendment application, the
plan was not formally approved. In an effort to comply with the current LUDC,
and since the Applicants are proposing a change to the number of affordable
housing units, a revised Affordable Housing Plan and Agreement has been
provided with this application (Exhibit 23). The revised plan complies with all of
the standards of Section 8-201(A) of the LUDC listed above. The revised plan is
very similar to the plan provided in 2012, but includes the revisions necessary to
reflect the reduction in the number of units that would occur if the currently
codified standard (10% of lots) was applied. Corresponding changes to the unit
type and category mix were also made. Other, more minor revisions, such as
using the current date and updating the name of the Garfield County Land Use
and Development Code (from Unified Land Use Resolution) were also made.
Section 8-301.A of the LUDC requires the number of affordable housing units to
be equal to 10% of the lots in the development. Based on this standard, the
number of required affordable units were calculated as follows:
(118 single-family lots plus 1 multi-family tract x .10 = 11.9 or 12 units)
The Applicants are proposing to provide these units in the form of 1, 2 and 3
bedroom townhomes to be constructed on Tract A of the Lake Springs Ranch
PUD. However, the Applicants have also indicated that they are willing to study
the option of meeting some of the affordable housing requirement with off-site
units. The Applicants propose that the affordable housing units be provide in the
following categories pursuant to Section 8-302.A of the LUDC:
Category #1: 2 - 1 Bedroom Townhomes;
Category #2: 3 - 2 Bedroom Townhomes & 2 - 1 Bedroom Townhomes;
Category #3: 4 - 2 Bedroom Townhomes & 1 - 3 Bedroom Townhome.
Other details regarding phasing of the affordable housing units, form of security,
and payment of HOA dues are described in the revised Affordable Housing Plan
and Agreement (Exhibit 23).
SUMMARY
The Applicants are requesting approval for several modest amendments to the
current Lake Springs Ranch PUD which was most-recently reviewed in 2012. Most
of the requested amendments are intended to eliminate conflicts associated
with the requirements of the existing conservation easement, resolve construction
inefficiencies that arose from the approved phasing plan, or address changes
that have occurred to the County’s land use code since the current approvals
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were granted. With each of the requested amendments we have attempted to
not only resolve the issue but to do so in a way that makes the project better and
more consistent with the County’s current development regulations. In this
application, we have demonstrated compliance with all applicable standards
and criteria of the Garfield County Comprehensive Plan 2030 and the Land Use
Development Code as identified in the Pre-application Conference Summary.
We respectfully request that the County grant approval for the requested
amendments and we look forward to reviewing this application with the staff,
Planning Commission and Board of County Commissioners.