HomeMy WebLinkAboutApplication.1411 Crystal Lake Road.20210520
March 17, 2021 Sarah Yoon City of Aspen Community Development Department 130 South Galena Street Aspen, Colorado 81611
Re: Stream Margin Review for 1411 Crystal Lake Road (Parcel ID# 2737 181 00 018)
Dear Sarah,
The Valley Group LLC ("Applicant") own a developed metes and bounds parcel located at 1411
Crystal Lake Road. The Applicant is represented by in this land use application by Piñon Sage
LLC. Patti Smallwood and her husband Brian are seeking Stream Margin Review Exemption
Approval to add a swimming (lap) pool along the back of their property. The house is currently
being built and is nearing the end of construction. Prior to building their home they went through
the full stream margin review and established top of slope and 15’ top of slope setback. We are
honoring those approvals and have modified the backyard terrace in order to accommodate the pool
design. The home construction and landscape seeding will be done for the Owner to receive their
CO. The Residential Building Permit #0062.2018.ARBK is on track to be complete near mid-June.
The following attachments are referenced in this land use application.
1. Vicinity Map
2. Recorded Top of Slope Map
3. Recorded NOA 1411 Crystal Lake Road
4. Current Improvement Survey Plat
5. Proposed Pool Design Plan and Sections
6. Sequence of Site Plans for direct comparison
7. Stream Margin Height Compliance
8. Aspen Planning and Zoning Resolution NO. 4 2017
9. Pre-Application Summary Sheet
10. Land Use Application, Agreement to Pay, and HOA compliance
11. Letter Authorizing Piñon Sage LLC. to Submit Land Use Application
12. Ownership and Encumbrance Report
piñon sage
Landscape Architecture
Environmental Planning
Land Planning
Residential/Resort
Design
700 Redstone Ave
Carbondale, Colorado
970.379.0816
devin@pinonsage.com
Existing Conditions
As shown on Attachment 1, Vicinity Map, the lot is located on the south side of Crystal Lake Road on
the north bank of the Roaring Fork River. The lot is zoned R-15 and contains 47,733 +/- square feet of
land. Current home and landscape construction is taking place under Permit# 0062.2018.ARBK
Attachment 2 is a copy of the recorded Top of Slope Map. The map shows the original 1971 house
prior to demolition and current construction.
Sopris Engineering has prepared an Improvement Survey Plat (See Attachments 4). The survey shows
the status of the building permit and associated grades.
Project Description
The Applicant is in the process of constructing a single-family home. They have decided to pursue land
use approvals and building permit for a lap pool in the back yard (see Attachment 5). The Landscape
Plan prepared by Piñon Sage shows the proposed size and configuration of the pool, hardscape, and
landscaped areas. It also shows the footprint of the residence, edge of the water line, mean high water
line, wetland delineation, the top of slope, effective 100-year floodplain, and 15.0' setback from the top
of slope (see Attachment 4,5).
We have included an exhibit (Attachment 6) that shows the design evolution from when top of slope
was approved, current building permit plan, and the proposed plan with a lap pool.
The Stream Margin Height Compliance (Attachment 7) depicts the proposed house, terrace, and pool
with its varying elevations in relationship to the Roaring Fork River and the top of slope line. It shows
the proposed pool complies with the 45-degree angle from the top of slope.
The Owner, Design Team, and Contractor are aware of the water quality concerns with the proximity to
the Roaring Fork River. In instances where pool maintenance requires draining all or part of the water
the Pool Contractor (Timberline Pool and Spa) will neutralize the water and pump it to a water truck to
haul offsite. Once the pool has been repaired the water will be trucked in and pumped back into the
pool and treated. We are also exploring alternatives to hauling water offsite. One alternative is to
neutralize the water and pump it to a pillow bladder on the terrace. We could reuse the same water after
maintenance is performed. If any leaks were to occur in the bladder it would sheet drain back into the
pool and not the landscape. We are exploring costs and custom size bladders.
Land Use Approvals
The Applicant is seeking Stream Margin Review Exemption to proceed with a Building Permit for Pool
Construction
Stream Margin Review Section 26.435.040 C.
The Stream Margin Review Standards appear in bold followed by the Applicant's responses.
1. It can be demonstrated that any proposed development which is in the Special Flood Hazard
Area will not increase the base flood elevation on the parcel proposed for development. This shall be
demonstrated by an engineering study prepared by a professional engineer registered to practice in the
State which shows that the base flood elevation will not be raised, including, but not limited to, proposing
mitigation techniques on or off-site which compensate for any base flood elevation increase caused by
the development;
As depicted in the Landscape Plan (Attachment 5), the proposed terrace and pool is located outside of
the 15' setback from the Top of Slope and the Effective 100 Year Flood Plain. Therefore, the proposed
development will not increase the base flood elevation on the parcel. Refer to Attachment 5, which
identifies the effective 100-year floodplain.
2. The adopted regulatory plans of the Open Space and Trails Board and the Roaring Fork River Greenway Plan are implemented in the proposed plan for development, to the greatest extent practicable. Areas of historic public use or access shall be dedicated via a recorded easement for public use. A fisherman's easement granting public fishing access within the high-water boundaries of the river course shall be granted via a recorded "Fisherman's Easement;"
The 2012 Aspen Area Community Plan: Parks, Recreation, Open Space & Trails Policies section policy
IV.1 is the only policy which is partially applicable to the subject site. A review of Attachment 5,
landscape plan, shows the house and landscaping plan has been developed based upon the concepts
which are addressed in the 1973 Roaring Fork Greenway Plan.
3. There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be designated by this review and said envelope shall be recorded on a plat pursuant to Subsection 26.435.040.F.1.
Attachment 5&7 depict the property line and proposed building envelope. The southeast side of the
building envelope is determined by the 15' setback from the top of the slope.
4. The proposed development does not pollute or interfere with the natural changes of the river,
stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks.
Pools or hot tubs cannot be drained outside of the designated building envelope.
The current development was reviewed as part of the building permit submission for compliance with
the City of Aspen Urban Runoff Management Plan. Best Management Practices shall be followed
during construction to insure there are effective erosion and/or sedimentation controls to protect the
Roaring Fork. These will remain in place through the construction of the house and the swimming
pool. We have confirmed with Aaron Reed at the City Engineering Department and he has requested
erosion control fencing remain in place all summer. We will keep it in place all summer and until we
have proper germination around the proposed pool.
5. Written notice is given to the Colorado Water Conservation Board prior to any alteration or
relocation of a water course and a copy of said notice is submitted to the Federal Emergency
Management Agency.
The Applicant is not proposing any alteration or relocation of the Roaring Fork River water course.
6. A guarantee is provided in the event a water course is altered or relocated, that applies to the
developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished.
The Applicant will guarantee that the water course will not be altered. The guarantee will be in a form
mutually acceptable to the Applicant and the City Attorney as is the existing guarantee.
7. Copies are provided of all necessary federal and state permits relating to work within the 100-
year flood plain.
The Applicant is not proposing any work within the 100-year flood plain.
8. There is no development other than approved native vegetation planting taking place below the top of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation and bank stability. New plantings (including trees, shrubs, flowers and grasses) outside of the designated building envelope on the river side shall be native riparian vegetation as approved by the City. A landscape plan will be submitted with all development applications. The top of slope and 100-year flood plain elevation of the Roaring Fork River shall be determined by the Stream Margin Map located in the Community Development Department and filed at the City Engineering Department.
Attachment 5, Landscape/Pool Plan, shows no proposed planting within the 15 ft top of the slope
setback.
9. All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope. Height shall be measured and determined by the Community Development Director using the definition for height set forth at Section 26.04.100 and method of calculating height set forth at Section 26.575.020 as shown in Figure "A";
The proposed pool and terrace have been designed to comply with this standard. Refer to Attachment 7
which shows the house, terrace, and proposed pool complies with the 45-degree angle from the ground
level at the top of the slope.
10. All exterior lighting is low and downcast with no light(s) directed toward the river or located
down the slope and shall be in compliance with Section 26.575.150. A lighting plan will be submitted
with all development applications.
No new exterior landscape lighting is proposed with the pool construction. All exterior lighting
pertaining to the house was permitted and complies with Section 26.575.150 on Outdoor Lighting.
The swimming pool will have the necessary under water safety lights as per Building Code.
11. There has been accurate identification of wetlands and riparian zones.
Refer to Attachment 3, a March 11, 2013 Letter from Gary Beach of Beach Environmental LLC, which
addresses wetland and riparian areas on the lot. The wetland and riparian areas delineated by Gary are
shown on Attachment 4 and Attachment 5.
Summary
This land use application has described the existing conditions on 1411 Crystal Lake Road and
demonstrated compliance with the City of Aspen land use standards as identified in the Pre-
Application Conference Summary Sheet (see Attachment 9).
Please contact us if you need any additional information. Sincerely,
Devin Gardiner, Principal, Owner
Piñon Sage Landscape Architects
970.379.0816
Landscape Architecture | Environmental Planning | Residential/Resort Design
700 Redstone Ave | Carbondale, Colorado
devin@pinonsage.com
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Geographic Information Systems
This map/drawing/image is a graphical
representation of the features
depicted and is not a legal representation.
The accuracy may change
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Copyright 2021 City of Aspen GIS
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Legend
City of Aspen
Greenline 8040
Stream Margin
Historic Sites
Historic Districts
Parcels
Zone Overlay
DRAINAGE
LP PD
DRAIN/TRANS
GCS PD
L PD
LP
PD
Zoning
R-3 High Density Residential
AH Affordable Housing
R/MF Residential/Multi-Family
R/MFA Residential/Multi-Family
R-6 Medium Density Residential
R-15 Moderate Density
Residential
R-15-A Moderate Density
Residential
R-15B Moderate Density
Residential
R-30 Low Density Residential
RR Rural Residential
L Lodge
CL Commercial Lodge
CC Commercial Core
C-1 Commercial
SCI Service Commercial
Industrial
NC Neighborhood Commercial
MU Mixed Use
SKI Ski Area Base
C Conservation
OS Open Space
P Park
WP Wildlife Preservation
A Academic
PUB Public
not zoned
Scale: 1:3,186
ArcGIS Web Map
County of Pitkin & City of Aspen, Bureau
of Land Management, Esri, HERE,Date: 2/26/2021
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LOT 14W
GORDON/CALLAHAN SUBDIVISION
1415 CRYSTAL LAKE ROAD
HART H RODES & PATRICIA I
3001 HILLSBORO RD
BRENTWOOD, TN 37027
ASSESSOR PARCEL
273718132021
COMMON AREA
POWDER HOUSE CONDUMIUM
1280 UTE AVENUE #16
POWDER HOUSE CONDO ASSOC
1280 UTE AVE #16
ASPEN, CO 81611
ASSESSOR PARCEL
273718156800
UTE CHILDREN'S PARK
1280 UTE AVENUE #16
CITY OF ASPEN
130 S GALENA ST
ASPEN, CO 81611
ASSESSOR PARCEL
273718100863
LOT 9 AMENDED
GORDON/CALLAHAN SUBDIVISION
1409 CRYSTAL LAKE ROAD
BCL TRUST
BECKWITT MANAGEMENT TRUST
JCCL TRUST
1707 MARKET PLACE BLVD #250
IRVING, TX 75063
ASSESSOR PARCEL
273718146009
UTE CHILDREN'S PARK
1280 UTE AVENUE #16
CITY OF ASPEN
130 S GALENA ST
ASPEN, CO 81611
ASSESSOR PARCEL
273718100863
PERMANENT OPEN SPACE
A PORTION OF LOT 9 AMENDED
GORDON/CALLAHAN RESUBDIVISION
CITY OF ASPEN
130 S GALENA ST
ASPEN, CO 81611
ASSESSOR PARCEL
273718100864
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PARCEL I
40,813 sq. ft.
0.937 acres
PARCEL II
6,920 sq. ft.
0.159 acres
FOUND SCRIBED "X"
ON TOP OF 0.5' x 1.0'
RED SANDSTONE
MONUMENTING CORNER 9
OF AMENDED MINERAL SURVEY No.3905
RIVERSIDE PLACER
PROJECT BENCMARK
FOUND #5 REBAR
& 1.25" PLASTIC CAP
P.L.S. #12707
ELEV = 7980.0'
12.0' BICYCLE &
PEDESTRIAN EASEMENT
PLAT BOOK 32 PAGE 99
RECEPTION No. 362894
3.0' PEDESTRIAN EASEMENT
BOOK 729 PAGE 530
RECEPTION No. 362899
5.0'
UTILITY EASEMENT
PLAT BOOK 32 PAGE 99
RECEPTION No. 362894
FOUND #5 REBAR
& 1.25" PLASTIC CAP
P.L.S. #12707
(4.26' WITNESS)
SET #5 REBAR
& 1.25" PLASTIC
WITNESS CAP
P.L.S. #28643
(40.0' WITNESS)
SET #5 REBAR
& 1.25" PLASTIC
WITNESS CAP
P.L.S. #28643
(5.0' WITNESS)
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PLAT BOOK 5 PAGE 7
RECEPTION No. 183889
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CITY OF ASPEN
GPS CONTROL
MONUMENT GPS-1
(DURANT & WEST END)CITY OF ASPEN
GPS CONTROL
MONUMENT GPS-18
(SH82 & McSKIMMING)
LOTS 15A & 15B
ASPEN CLUB & SPA SUBDIVISION
PLANNED UNIT DEVELOPMENT
ASPEN CLUB REDEV CO LLC
1450 CRYSTAL LAKE ROAD
ASPEN CO. 81611ASSESSOR PARCEL
273718170001
POINT OF BEGINNING
PARCEL I ROARING FORK RIVER
POINT OF BEGINNING
PARCEL II
SURVEYED EDGE OF WATER
OCTOBER 15, 2015
EDGE OF WATER
GOOGLE MAP DATED
APRIL 4, 2015
PER PARCEL I
TITLE DESCRIPTION
"THE CENTERLINE OF
SAID ROARING FORK RIVER"
(SEE NOTE 8)
25.0' FRONT SETBACK
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ASSESSOR PARCEL No.
273718100018
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THIS AREA
ASSESSOR PARCEL No.
273718100018
RIVERSIDE DITCH
EASEMENT AGREEMENT
RECEPTION No. 653623
(HATCHED)
10.00'
10.00'
SURVEYOR'S CERTIFICATE
I hereby state that this Improvement Survey Plat was prepared by Sopris
Engineering, LLC (SE) for
ROARING FORK RIVER HOUSE, LLC.
and PITKIN COUNTY TITLE, INC.
I furthermore state that the improvements on the above described parcel on
this date, February 15, 2021, except utility connections are entirely within the
boundaries of the parcel except as shown, that there are no encroachments
upon the described premises by improvements on any adjoining premises,
except as indicated, and that there is no apparent evidence or sign of any
easement crossing or burdening any part of said parcel, except as noted. I
furthermore state that this property is subject to reservations, restrictions,
covenants and easements of record or in place. I furthermore state,
the relative positional accuracy of this survey does not exceed 1:10,000.
______________________________________
Mark S. Beckler L.S. #28643
TITLE PROPERTY DESCRIPTION
PARCEL I
A parcel of land situated in the NE 1/4 of Section 18, Township 10 South, Range 84 West,
of the 6th Principal Meridian, Pitkin County, Colorado and lying entirely within
the Riverside Placer MS 3905 AM and being more fully described as follows:
Beginning at a point on the Southerly bank of the Roaring Fork River,
said point also being on Line 8-9 of said RiversidePlacer,
whence corner 9 of said Riverside Placer bears South 242.86 feet;
thence North 249.19 feet along said line 8-9;
thence East 125.00 feet;
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thence West 2.54 feet along said centerline;
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PARCEL II
The southernmost parcel of land situate in the Gordon/Callahan Resubdivision
as shown on the Plat thereof recorded in Book 25 at Page 75 as Reception No. 329332,
City of Aspen, County of Pitkin, State of Colorado, being more particularly described as follows:
Beginning at the most southerly corner of said subdivision;
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IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF:
SHEET 1 OF 2
1411 CRYSTAL LAKE ROAD
A PARCEL OF LAND SITUATED IN SECTION 18
TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SURVEY NOTES
1) Date of Survey: October, 2015, July 21, 2016 - September 20, 2016, February 23, 2018 &
September 14, 2018, New improvements located February 15, 2021.
2) Date of Preparation: October-November, 2015, August 2016, & September 20, 2016,
November 2016, February 25, & September 20, 2018, New improvement March 2021.
ϯͿĂƐŝƐŽĨĞĂƌŝŶŐ͗ďĞĂƌŝŶŐŽĨ^ϬϬΣϬϬΖϬϬΗ ďĞƚǁĞĞŶƚŚĞEŽƌƚŚǁĞƐƚďŽƵŶĚĂƌLJĐŽƌŶĞƌŽĨ
Parcel I monumented by a found #5 rebar & 1.25" plastic cap P.L.S. #12707 and Corner 9 of
Mineral Survey No. 3905 Amended "Riverside Placier" monumented by a scribed "x" on top of
0.5' x 1.0' red sandstone, as shown.
4) Basis of Survey: The Final Plat and Development Plan of Callahan Subdivision
recorded May 19th, 1976 in Plat Book 5 at Page 7 as Reception No. 183889,
The Plat of the Gordon Subdivision recorded August 16th 1983 in Plat Book 15 at Page 25 as
Reception No. 252398, The The Final Plat of Gordon/Callahan Resubdivision recorded January
4th 1991 in Plat Book 25 at Page 75 as Reception No. 329332, The Amendment No. One Final
Plat of Lot 9, Gordon/Callahan Resubdivision recorded November 4th 1993 in Plat Book 32 at
Page 99 as Reception No. 362894, Easement Agreement recorded January 24, 2019 as Reception
No. 653623, various documents of record, and the found monuments, as shown.
5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine
ownership or easements of record. For all information regarding easements, rights of way
and/or title of record, SE relied upon the above said items described in note 4 and the title
commitment was prepared by Pitkin County Title Inc. Case No. PCT24605 with an effective date
of November 6, 2015.
6.) Basis of elevation: City of Aspen GPS control monumentation map prepared by Marcin
Engineering LLC, dated December 2, 2009, which is based on an elevation of 7711.98' (NAVD
1988) on the NGS station "Q-159". This established a site benchmark elevation of 7980.0' on the
found #5 rebar & 1.25" plastic cap P.L.S. #12707 monumenting the intersection of the North
boundary line of Parcel I and the Westerly Right of Way Boundary of Crystal Lake Road, as
shown.
7.) Contour Interval: One (1) foot. Proposed contours taken from sheet A-101 of Permit
0062.2018.ARBK approved 03-18-2019 in disturbed-under construction areas, final grading
to be completed at a later date.
8.) Those portions of subject property description described as the centerline of the Roaring
Fork River are dynamic in nature and subject to the reliction and accretion from the natural ebb
and flow of said river.
9.) Site under construction with 1-2 feet of snow when new improvements field surveyed 2021.
10.)The linear unit used in the preparation of this plat is the U.S. survey foot as defined by the
United States Department of Commerce, National Institute of Standards and Technology.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
RA
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VICINITY MAP
SCALE: 1" = 2000'
GENERAL UTILITY NOTES:
1. The locations of underground utilities have been plotted based on
utility maps, construction/design plans, other information provided by
utility companies and actual field locations in some instances. These
utilities, as shown, may not represent actual field conditions. It is the
responsibility of the contractor to contact all utility companies for field
location of utilities prior to construction.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
SITE
TITLE NOTES
PARCEL II IS SUBJECT TO A FISHERMAN'S EASEMENT AS DEDICATED, AND GRANTED ON THE
AMENDMENT No. ONE, FINAL PLAT OF LOT 9 GORDON CALLAHAN RESUBDIVISION
ATTACHMENT 4
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IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF:
SHEET 2 OF 2
1411 CRYSTAL LAKE ROAD
A PARCEL OF LAND SITUATED IN SECTION 18
TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10 20
10
405
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
LINETYPE LEGEND
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LIMITS OF WETLANDS/DEFINED BY OTHERS
TOP OF SLOPE/DEFINED BY OTHERS
MEAN IDENTIFIABLE HIGH WATER MARK
/DEFINED BY OTHERS
15.0' OFFSET LINE FROM TOP OF SLOPE
FEMA/FIRM ZONE DEFINITION LINE
ATTACHMENT 4
798
5
798
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7984
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15' SETBACK
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0'5' 10' 20'
Scale: 1" = 10'
L 3.0
job - 0154
drawn - DG
SM
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LANDSCAPE
PLAN
piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
revisions - description- date
AS
P
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N
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C
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STREAM MARGIN
EXEMPTION
issue date - 3/12/21
14
1
1
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PROPOSED
NEW CONSTRUCTION
AREA
PROPOSED EVERGREEN TREE
EXISTING SURVEYED EVERGREEN TREE
PROPOSED ASPEN PERENNIAL FLOWERS
APPROVED SEED MIX
EXISTING SURVEYED DECIDUOUS TREE
PLANTING PLAN KEY
FESCUE BLEND TURF
GRASS
PROPOSED SWEDISH ASPEN
PROPOSED SPRING SNOW CRABAPPLE
PROPOSED HOT WINGS MAPLE
DECIDUOUS TREES (total # of deciduous trees planted 38)
TREE LIST
BOTANICAL NAME COMMON NAME QTY.SIZEABBR.
PLANTED/TOTAL
EVERGREEN TREES (total # of evergreen trees planted 13)
3 16' hgt.
12 2.5" cal.
5 3.0" cal.
9 2.0" cal.
6 14' hgt.
4 12' hgt.
18"
MITIGATION
30"
15"
total - 90"
24"
42"
24"
Total Caliper Inches - 181.5"
Mitigation Requirement - 100.6"
Populus tremuloides Quaking Aspen
Picea pungens Colorado Spruce
Picea pungens Colorado Spruce
Picea pungens Colorado Spruce
Populus tremuloides Quaking Aspen
Populus tremuloides Quaking Aspen
total - 91.5"
Acer tataricum Hot Wings Maple
3 2.0" cal.6"Populus tremula 'Erecta'Swedish Aspen
3 2.5" cal.7.5"
6 2.5" cal.15"Malus 'Spring Snow'Spring Snow Crab
1 - TOPSOIL OF IRRIGATED GRASSES (INCLUDING
TURF), SHRUBS, PERENNIALS, AND ANNUALS SHALL BE A SANDY LOAM TO A
DEPTH OF AT LEAST 6 INCHES (6”) CONTAINING AT
LEAST 5 PERCENT (5%) ORGANIC MATTER BY VOLUME.
2 - TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3’). BOTH TOPSOIL
AND SUBSOIL LAYERS SHALL BE SANDY LOAM. THE TOP SOIL SHALL BE AT
LEAST 6 INCHES (6”) AND HAVE 5 PERCENT (5%) ORGANIC MATTER BY WEIGHT
AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT (1 - 3%) ORGANIC
MATTER BY WEIGHT.
3 - A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL
AMENDMENT PER ONE-THOUSAND SQUARE FEET OF LANDSCAPED AREA SHALL
BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT (5%) ORGANIC MATTER
SPECIFICATION.
4 - SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND
CLASS II COMPOST.
5 - AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6”).
6 - SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT (2/10TH’) OF THE
GRADING PLAN.
7 - SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH (1”) DIAMETER IN
SIZE. ROCKS AND DEBRIS 0.5 INCH (0.5”) TO ONE INCH (1”) SHALL NOT
EXCEED 5 PERCENT (5%) BY VOLUME AND
GRAVEL 0.6 INCH (0.6”) TO 1.25 INCHES (1.25”) SHALL NOT
EXCEED 5 PERCENT (5%) BY
VOLUME. PARTICLES SUCH AS CONCRETE, BRICK, GLASS, METAL, WOOD OR
PLASTIC GREATER THAN ONE INCH (1”) SHALL NOT BE ALLOWED. THE TOTAL
VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH (1”) SHALL NOT
EXCEED 5 PERCENT (5%).
8 - SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER
INCH (3/4”) DIAMETER IN SIZE. DRYLAND SEED AREAS MAY CONTAIN DIRT CLODS
UP TO TWO INCH (2”) DIAMETER IN SIZE.
9 - STOCKPILING - STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL)
SHALL BE REQUIRED.
10 - THE SOIL SHALL HAVE NO HERBICIDES, HEAVY METALS, BIOLOGICAL TOXINS
OR HYDROCARBONS THAT IMPACT PLANT GROWTH OR EXCEED THE EPA’S
STANDARDS FOR SOIL CONTAMINANT.
11 - ORGANIC MULCH SHALL BE APPLIED AT ONE (1) CUBIC YARD PER EIGHTY (80)
SQUARE FEET AT A DEPTH OF FOUR (4) INCHES, AND AS APPROPRIATE TO EACH
SPECIES.
12 - ORGANIC MULCH SHALL BE APPLIED TO THE SOIL SURFACE, NOT AGAINST
THE PLANT STEM OR HIGH AGAINST THE BASE OF TRUNKS TO MINIMIZE DISEASE.
13 - CITY OF ASPEN WATER EFFICIENT LANDSCAPING STANDARDS 7 OF 16
ORGANIC MULCH MATERIAL INCLUDES BARK AND WOOD CHIPS. AVOID MULCH
CONSISTING OF CONSTRUCTION DEBRIS SUCH AS PALLETS.
14- INORGANIC MULCH INCLUDES ROCK, GRAVEL, OR PEBBLES.
ROCK MULCH SHALL HAVE A MINIMUM DEPTH OF TWO INCHES (2”)
SOIL AND MULCH PREPARATION NOTES
PERENNIAL LIST
BOTANICAL NAME COMMON NAME QTY.SIZE
PLANTING SCHEDULE
16Delphinium grandif. 'Butterfly'Dwarf Larkspur
19Summer Nights Delphinium
21Black Knight Larkspur
9 F-15Galium odoratum Sweet Woodruff
13Hemerocalis 'Little Business'Raseberry Daylily
Delphinium grandif.
Delphinium x Pac. Giant 'Dk Knight'
13Heuchera mirantha Palace Purple Coral Bells
19Iris Siberica Siberian Blue Iris
15Leucanthemum x superbum Double Shasta
19Liatris spicata 'Kolbold Purple'Purple Gayfeather
20Penstemon digitalis 'Husker Red'Husker Red Penstemon
19Salvia 'May Night'May Night Salvia
7Veronica 'Crystal River'Crystal River Speedwell
25Veronica spicata Red Fox Speedwell
1 gal.
1 gal.
1 gal.
1 gal.
1 gal.
1 gal.
1 gal.
1 gal.
1 gal.
1 gal.
F-32
1 gal.
15 F-32Thymus praecos Woolly Thyme
21Lavandula angustifolia 'Munstead'English Lavender 1 gal.
20Geranium rozanna Blue Cranesbill 1 gal.
13Magic Fountain Larkspur 1 gal.
31Lupinus 'gallery blue'Blue Lupine 1 gal.
40 BulbsTulipa negrita Dark Blue Tulip
17Papaver orientale 'cultivars'Color TBD
1 gal.
19Aster 'Prof Kipp'Dwarf Blue Fall Aster
16Blue BellflowerCampanula carpatica
1 gal.
1 gal.
13Ajuga Retpens Carpet Bugle
13Rocky Mtn ColumbineAquilegia
1 gal.
1 gal.
Delphinium x Pac. Giant 'magic fountains'
17Purple Coneflower 1 gal.Echinacae purpurea
19Hosta x krossa regal Krossa Regal Hosta
13Hemerocalis 'Stella de Oro'Dwarf Gold Daylily
1 gal.
1 gal.
1 gal.17Nepita 'walkers low'Walkers Low Catmint
20Penstemon strictus Rocky Mtn Penstemon 1 gal.
REVEGETATION SEED MIX
COMMON NAME QTY.
1,700 s.f.
Rocky Mountain Penstemon Penstemon strictus 15%
California Poppy Eschscholzia californica 15%
Lupine Lupinus sp.15%
Sulphur Flower Erigonium umbellatum 15%
Colorado Columbine Aquilegia coerulea 10%
Scarlet Globemallow Sphaeralcea coccinea 5%
Prairie Sage Artemisia ludoviciana 5%
Showy Goldeneye Heliomeris multiflora 5%
Tansy Aster Machaeranthera coloradoensis 5%
Indian Paintbrush Castilleja chromosa 5%
Lewis Flax Linum lewisii 5%
POOL EQUIPMENT VAULT-BELOW GRADE
LAP POOL - 7.5'X60'
N
PREFAB SPA LOCATION
-SPA CEC COMPLIANT
AND 60 S.F.
ATTACHMENT 5
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piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
revisions - description- date
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STREAM MARGIN
EXEMPTION
IMAGES ARE FOR ILLUSTRATION ONLY - ELEVATIONS, SPA, AND PLANTINGS VARY ON
CONSTRUCTION DRAWINGS. CONTRACTOR TO PERFORM WORK IN ACCORDANCE TO
CONSTRUCTION DRAWINGS AND DETAILS NOT 3D IMAGES.
ATTACHMENT 5
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piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
revisions - description- date
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1 POOL PLAN VIEW
3/8" = 1'-0"
2 POOL SECTION
3/4" = 1'-0"
COPING ELEVATION = 100'-0" - 7983.66'
6'-0"
1'
-
6
"
3'-0"3'-0"3'-8"
+7982.56'+ 7982'
+7980.36'+7979.26'
INITIAL LANDING
13.25" STEP
POOL FFE 7978.16'
WATER DEPTH 5'
6.75" STEP 13.25" STEP 13.25" STEPUNDERWATER SEAT BENCH20" STEP
25'-0"6'-0"3'-0"3'-0"3'-0"
+7981.46'
13.25" STEP
13.25" STEP
EDGES OF COPINGPOOL SHELL
4'-1"
1'-8"
2'
-
8
"
COVER VAULT
COVER MOUNT AREA
COVER MOTOR
AND MOUNTING
STEPS TO LANDSCAPE
6'
-
0
"
1'
-
7
1 2"
1'
-
0
"
1'
-
0
"
1'-71
2"
1'
-
7
1 2"
60'-0"
MIDDLE
+ 94.0'
WATER DEPTH 5.5'
+ 7982.74
+ 7981.82
INITIAL LANDING
11" STEP11" STEP
+ 7980.9'
11" STEP
11" STEP
SLOT DRAIN
CO
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TILE TERRACE TILE TERRACE
SLOT DRAIN - 7983.6'
+ 7982'
9" STEP
COPING ELEVATION = 100'-0" - 7983.66'
+ 7979.98'
11" STEP
+ 7979.06'
11" STEP
4"
6"6"
4"
HYDRAZZO POLISHED MARBLE
PLASTER FINISH - COLOR - TBD
FLORIM OUTDOOR MOON WHITE 2 CM
TILE VERTICAL AND COPING
TOP OF COPING BEYOND
TILE TERRACE
5'
-
6
"
3"
6"
WATER LEVEL
5" CONCRETE SLAB, MAX 18" O.C.
REBAR, 6" COMPACTED
AGGREGATE. (TYP)
AP
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WATER LINE TILE BEYOND
6'-0"
SWIM LANE
BULL NOSE SCHLUTER EDGE
ON INSIDE OF POOL
REFER TO PLAN VIEW AND
ELEVATION FOR STEP DETAILS
STRUCTURAL CONCRETE SHELL -
PER STRUCTURAL ENG
ACO SLOT DRAIN - PRE-PITCHED
CHANNEL - SEE CIVIL DRAINAGE PLANS
CONTRACTOR TO BUILD UP WITH 4"
CMU IN FIELD AFTER GUNNITE POUR
COMPACTED GRANULAR BASE
FOR POOL TO SIT ON.
1'-5"1'-71
2"
BACKFILL
ANGLE IRON LEDGER - COORDINATE
WITH POOL CONTRACTOR - PER
CONTRACTOR
1'
-
2
"
3:1
3:1
1'
-
3
"
4 SE SECTION/ELEVATION THROUGH POOL EQUIPMENT VAULT
1/2" = 1'-0"
3 SW SECTION/ELEVATION - SPA VAULT AND POOL EQUIP VAULT
1/2" = 1'-0"
7983.92+
7983
7981
7979
7977
7983.66+
2%
7982
7980
7978
7976
10'-0"
5'
-
6
"
4X4X4 EMBED
6" CONCRETE VAULT - REFER
TO STRUCTURAL DWGS
PLATE
STEEL SUPPORT BEAMS -
REFER TO STRUCTURAL DWGS
BILCO HATCH DOOR
3X3 - EL-7982
SPA OUTLINE BEYOND
TOP OF STEEL PLATE RETAINING.
RUNS ALONG FACE OF TERRACE
PROVIDING 7" STEP RETAINING. RETURNS
BACK TO HOUSE AT EDGE OF TERRACE
3:1
2X2 PAVERS - TOP OF
BILCO HATCH TILED
TOP OF TERRACE
FA
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PAVERS BEYOND
3.5" OF SOIL ON
TOP
9" OF SOIL ON TOP
7976.04+
2x2x 3
4" PAVERS - TO BE
FASTENED TO TOP OF
BILCO HATCH - el -7982
7983
7981
7979
7977
7982
7980
7978
7976
5'-0"
5'
-
5
"
7983.66+
PROPOSED GRADE
SPA
4X4X4 EMBED
6" CONCRETE VAULT - REFER
TO STRUCTURAL DWGS
PLATE
STEEL SUPPORT BEAMS -
REFER TO STRUCTURAL DWGS
SCHLUTER EDGE TILE EDGE
1"
ACCESS LADDER - PER CODE
SLOPE SPA SLAB TO GARDEN
CONTRACTOR TO LEVEL SPA
DURING INSTALLATION
4"
s
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REFER TO ENG. DWGS.
FINISH GRADE BEYOND
7976.08+
STREAM MARGIN
EXEMPTION
ATTACHMENT 5
7984
7983
7982
7981
7980
7979 7977
7978
7979
7980
7981
7982
7983
15' SETBACK
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2
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14
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1
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4'
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8
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2'
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7
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3
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5
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0'4' 8' 16'
Scale: 1/8" = 1'-0"
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COMPARISONS
piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
revisions - description- date
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BELOW GRADE POOL EQUIPMENT VAULT
NOT TO EXCEED 5.5' HEIGHT
PROPOSED LANDSCAPE PLAN INCLUDING A LAP POOL
APPROVED LANDSCAPE PLAN FOR BUILDING PERMIT #0062.2018.ARBK
ORIGINAL APPROVED LANDSCAPE PLAN - ATTACHMENT #8 IN STREAM MARGIN APPLICATION
ATTACHMENT 6
0'4' 8' 16'
Scale: 1/8" = 1'-0"
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ANGLE - HEIGHT
COMPLIANCE
piñon sage
landscape architects
700 redstone ave
carbondale, CO, 81623
devin@pinonsage.com
(970) 379.0816
revisions - description- date
AS
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issue date - 3/12/21
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4
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1'
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3
"
1 SECTION AT CLOSEST POINT BETWEEN POOL EDGE AND TOP OF SLOPE HEIGHT COMPLIANCE
1:8
ATTACHMENT 7
ATTACHMENT 8
ATTACHMENT 8
ATTACHMENT 8
ATTACHMENT 8
PRE-APPLICATION CONFERENCE SUMMARY
PLANNER: Sarah Yoon, sarah.yoon@cityofaspen.com
DATE: November 27, 2020
PROJECT LOCATION: 1411 Crystal Lake Road
REQUEST: Stream Margin Review Exemption
APPLICANT’S REPRESENTATIVE: Devin Gardiner, devin@pinonsage.com
DESCRIPTION:
1411 Crystal Lake Road is in the R-15 zone district within the Callahan Subdivision and Planned
Development. This property located along the Roaring Fork River and obtained an Alternative Top
of Slope Determination by the Planning and Zoning Commission (P&Z) through Special Review
(Reception # 636139). Following the Top of Slope Determination, a Stream Margin Review for the
redevelopment was reviewed and approved administratively (Reception # 645228).
A building permit was issued to construct a new single-family residence in 2019, and the applicant
would like to amend the approved plan to include a 60’ long lap pool at the rear of the property. The
proposed location of this lap pool is approximately 3’ away from the 15’ Top of Slope setback. Staff
finds the proposed lap pool and subsequent equipment expands the area of development to be
closer to the high-water line. As such, the project is subject to a full stream margin review, not an
exemption.
RELEVANT LAND USE CODE SECTIONS:
Section Number Section Title
26.304 Common Development Review Procedures
26.435.040.C Stream Margin Review
26.757.050 Calculations & Measurements
26.710.050 Moderate-Density Residential (R-15) Zone District
For your convenience – links to the Land Use Application and Land Use Code are below:
Land Use Application Land Use Code
REVIEW BY: Staff for complete application and administrative review
PUBLIC HEARING: No
PLANNING FEES: $1,300 for 4 hours of staff time
REFERRAL FEES: Engineering Department: $325/hour
Parks Department: $650 flat fee
TOTAL DEPOSIT: $2,275 (Additional/fewer hours billed/refunded at $325/hour)
ATTACHMENT 9
APPLICATION CHECKLIST:
(Please submit a digital copy of the application to the planner listed on the preapplication.)
Completed Land Use Application and signed Fee Agreement.
Pre-application Conference Summary (this document).
Street address and legal description of the parcel on which development is proposed to
occur, consisting of a current (no older than 6 months) certificate from a title insurance
company, an ownership and encumbrance report, or attorney licensed to practice in the
State of Colorado, listing the names of all owners of the property, and all mortgages,
judgments, liens, easements, contracts and agreements affecting the parcel, and
demonstrating the owner’s right to apply for the Development Application. The purpose of
this requirement is to show that the Applicant has the authority to apply for a Land Use
Case.
Applicant’s name, address and telephone number in a letter signed by the applicant that
states the name, address and telephone number of the representative authorized to act
on behalf of the applicant.
A site improvement survey (no older than a year from submittal) including topography,
existing structures, and vegetation showing the current status of the parcel certified by a
registered land surveyor by licensed in the State of Colorado. This survey also is required
to depict the 100-year flood plain, the high-water mark of the roaring fork river, top of
slope, 15’ setback from top of slope, and any ditch easement that cross the property.
A written description of the proposal and response to how the proposed development
complies with the review standards relevant to the development application Section
26.435.040.C Stream Margin Review.
Maintenance plan regarding pool water management. This plan should include details
needed for the Engineering Department to confirm that the water quality of the Roaring
Fork River will not be adversely impacted by the management of the pool.
Site plan and site section depicting the proposed scope of work.
HOA Compliance form (Attached to Application)
Once the copy is deemed complete by staff, the following items will then need to be
submitted:
Total deposit for review of the application.
Disclaimer:
The foregoing summary is advisory in nature only and is not binding on the City. The summary is based
on current zoning, which is subject to change in the future, and upon factual representations that may or
may not be accurate. The summary does not create a legal or vested right.
ATTACHMENT 9
ATTACHMENT 10
ATTACHMENT 10
April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
Homeowner Association Compliance Policy
All land use applications within the City of Aspen are required to include a Homeowner Association
Compliance Form (this form) certifying WKDWthe scope of work included in the land use application
complies with all applicable covenants and homeowner association policies. The certification must be
signed by the property owner or Attorney representing the property owner.
Property
Owner (“I”):
Name:
Email: Phone No.:
Address of
Property:
(subject of
application)
I certify as follows: (pick one)
Ƒ This property is not subject to a homeowner association or other form of private covenant.
Ƒ This property is subject to a homeownerassociation or private covenant and the improvements
proposed in this land use application do not require approval by the homeowners association or
covenant beneficiary.
Ƒ This property is subject to a homeowners association or private covenant and the improvements
proposed in this land use application have been approved by the homeowners association or
covenant beneficiary.
I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the
applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I
understand that this document is a public document.
Owner signature: 'ate:
Owner printed name:
or,
Attorney signature: 'ate:
Attorney printed name:
1411 crystal lake dr, Aspen CO 81611
2-12-21
Brian Smallwood
Brian Smallwood - Board Member Roaring Fork River House LLC
Brian@pbhld.com 615.522.3020
ATTACHMENT 10
Sarah Yoon, Planner
City of Aspen Community Development Department
130 South Galena Street
Aspen, Colorado 81611
Re: 1411 Crystal Lake Road – Stream Margin Review Exemption
Dear Sarah,
This letter authorizes Devin Gardiner of Piñon Sage LLC and Glen Horn of Davis Horn, Inc. to
submit a land use application to the City of Aspen for a Stream Margin Exemption Review on
our lot located at 1411 Crystal Lake Road, Aspen, Colorado pursuant to Section 26.425.040 and
26.410 of the City of Aspen Land Use Code. Devin will represent us in the land use review
process.
Sincerely,
Roaring Fork River House, LLC
Brian Smallwood
330 Franklin Rd, Suite 135A-251
Brentwood, TN 37027
615-522-3020
Piñon Sage LLC
Devin Gardiner
700 Redstone Ave
Carbondale, CO 81623
ATTACHMENT 11
10 W Beaver Creek Blvd., Suite 221, PO Box 980
Avon, CO 81620-0980
Phone: (970) 949-9497 Fax:
www.titlecorockies.com
OWNERSHIP & ENCUMBRANCE REPORT
& INVOICE
Prepared
for:
Date:May 14, 2021
Order:0707179-OE
Ref:
PROPERTY IDENTIFICATION AND OWNERSHIP
Legal Description:PARCEL I
A parcel of land situated in the NE¼ of Section 18, Township 10 South, Range 84 West, of
the 6th Principal Meridian, Pitkin County, Colorado and lying entirely within the Riverside
Placer MS 3905 AM and being more fully described as follows:
Beginning at a point on the Southerly bank of the Roaring Fork River, said point also being
on Line 8-9 of said Riverside Placer, whence corner 9 of said Riverside Placer bears South
242.85 feet;
Thence North 249.19 feet along said line 8-9;
Thence East 125.00 feet;
Thence South 28° 30' 00" East 132.58 feet;
Thence South 15° 13' 00" West 137.22 feet to a point on the centerline of said Roaring Fork
River;
Thence West 2.54 feet along said centerline;
Thence South 89° 53' 46" West 149.71 feet to the point of beginning.
Together with all of Grantor's access and other easement rights under and by virtue of those
certain instruments recorded in Book 256 at Page 557, Book 256 at Page 744, Book 312 at
Page 169 and in Book 327 at Page 294, respectively of the Pitkin county records, which rights
are conveyed by quit claim only and without warranties of title.
PARCEL II
The southernmost parcel of land situate in the Gordon/Callahan Resubdivision as shown on
the Plat thereof recorded in Book 25 at Page 75 as Reception No. 329332, City of Aspen,
County of Pitkin, State of Colorado, being more particularly described as follows:
Beginning at the most southerly corner of said subdivision;
Thence North 36° 35' 00" West 135.00 feet along the southwesterly boundary of said
subdivision;
Thence North 51° 40' 35" East 102.56 feet to a point on the easterly line of said subdivision;
Thence South 00° 00' 00" East 172.01 feet along said easterly line to the point of beginning.
Property Address:1411 Crystal Lake Road, Aspen, CO 81611 County:Pitkin, Colorado
Schedule/Parcel #:R004938 / 273718100018
Owner’s Name(s):Roaring Fork River House, LLC, a Colorado limited liability company fka Valley Group,
L.L.C., a Colorado limited liability company
TITLE ABSTRACT
Warranty Deed from Marlene Popish Maddalone, Trustee and Marlene Popish Maddalone, Trustee of The Patricia
Maddalone Irrevocable Trust u/t/a Dated September 5, 1985 to Valley Group, L.L.C., a Colorado limited liability
company, recorded May 26, 1998 as Reception No. 417284.
Nothing Further of Record
Note: This report covers Pitkin County, Colorado Real Estate Records
Through April 30, 2021.
CHARGES FOR THIS REPORT AND DOCUMENTS ATTACHED
Description of Charge Amount Qty Total
O&E Report $125.00 1 $125.00
Please return one copy of this report with your remittance
payable to Title Company of the Rockies Total Due:$125.00
Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties)
Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs).
ATTACHMENT 12
Disclaimer: This report reflects the results of a search of the c ounty records posted to the above described real estate only, and
does not necessarily reflect involuntary liens or other matters which might be disclosed by a search on the individual owner ’s or
other names shown hereinabove. The Title Company of the Rockies makes no warranty regarding the accuracy of the information
herein provided, and further, shall not be liable for any loss incurred by reason of the information reported in this report.
THE DOCUMENTS INCLUDED WITH THIS REPORT ARE THE BEST COPIES AVAILABLE
Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties)
Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs).
ATTACHMENT 12