HomeMy WebLinkAboutFile Documents.210 W Main St.0056.2019 (68).ARBKConstruction Management Plan For:
King Louise Housing, 210 West Main Street, Aspen, CO 81611
Parcel ID Number: 273512440009
Permits Applied For: New Construction Multi Family Structure
Property Managers Name: Theodore Guy – Phone: (970) 379-0967
Owners Representative’s Name: Theodore Guy – Phone: (970) 379-0967
Contractor’s Name: Keelty Construction, Inc. – Phone: (970) 927-6472
Architect’s Name: Kim Raymond Architects – Phone: (970) 925-2252
Description of Work: Remove the existing building. New construction wood superstructure with steel
columns and wood siding. Green Roof.
Public Notification: Contractor shall send notification to neighbors addressing project phasing, schedule,
traffic and or pedestrian concerns and hauling/ staging operations. Notifications shall address all
adjacent neighbors and all resident affected by possible traffic delays. The neighborhood notification
shall take place periodically, through the duration of the project as required. Notification is required to
all neighbors within 300 feet. First notification will be mailed no later than 10 days before start of work.
Dates of Construction:
Tentative Construction Start: July 17th, 2019
Tentative Construction Completion: May 26th, 2020
Hours of Construction:
7:30AM – 5:30PM Monday through Friday
9:00AM – 5:00PM Saturday
No construction is permitted on Sundays, 4th of July day and/or weekend if it falls on a Friday or
Monday, Memorial Day and Labor Day weekends, Thanksgiving Day, Christmas Day, New Year’s Day.
Sequencing Schedule:
Mobilization 1 Week
Demolition 4 Weeks
Shoring 2 Weeks
Superstructure 20 Weeks
Exterior/ Interior Finishes 16 Weeks
Landscaping 2 Weeks
Close Out and Punchlist 2 Weeks
Total 46 Weeks
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07/29/2019
Entity Company Contact Phone
Property Owner King Louise LLC Theodore Guy (970) 379-0967
Architect Kim Raymond Architects Kim Raymond (970) 925-2252
Contractor Keelty Construction, Inc. Patrick Keelty (970) 927-6472
Site Supervisor Keelty Construction, Inc. David de L'Arbre (970) 618-0118
Project Manager Keelty Construction, Inc. Mike Charles (970) 618-0482
Traffic Control Officer TBD
Erosion Control Rep Woody Creek Engineering Josh Rice (970) 309-7130
Entity Phone
City of Aspen (970) 920-5090
Fire Department (970) 925-5532
Police Department (970) 925-5532
RFTA (970) 925-5532
City of Aspen Electric (970) 920-5148
Black Hills Energy (800) 694-8989
Comcast (800) 934-6489
City of Aspen Water (970) 920-5110
City of Aspen San (970) 925-3601
Aspen Valley Hospital (970) 925-1120
Valley View Hospital (970) 945-6535
Emergency Reminder 911
Contact List
Page 2 of 76
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Construction Management Plan For:
King Louise Housing, 210 West Main Street, Aspen, CO 81611
2.0 Project Location
2.1 & 2.2 Location: 210 W. Main Street, Aspen, CO 81611
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Construction Management Plan For:
King Louise Housing, 210 West Main Street, Aspen, CO 81611
2.3 Description: The project will consist of demoing the existing structure and building a new 7,500
square foot building in the lot. The largest impacts to the community are the following:
· Demolition of the building. Contractor will remove the upper level by hand and then bring in
equipment to remove the rest of the structure. Contractor will install temporary irrigation
system for watering of the building as well as use hoses to spray the building down during
demo. Sound mitigation fencing will be installed before demo begins. We will install sound
fencing around the project. We anticipate this to take 10 working days.
· Temporary Micropiling around the perimeter of the building. Contractor will install sound
fencing around drilling equipment. Sound mitigation fencing will be installed before demo
begins. We anticipate this to take 12 working days.
· Trenching for the new services (electrical, sewer, water, gas, phone and cable). Contractor will
submit for a ROW Permit to complete this work. We will start with the water service and
electrical service since these will have the largest impacts. We begin during offseason after
Labor Day.
· Concrete Pours we are anticipating 5 concrete pours for the project. Contractor will group as
many pours together as we can.
· Crane erection. Contractor anticipates to have a crane onsite for 4 appearances for one day
each.
· Green Roof installation. Contractor will set up a conveyor belt to load soils up to the roof during
this time.
During these processes we will provide a public notice no later than 10 days prior to the work beginning.
Contractor will inform the neighbors. See attached site plan Drawing C600 (Appendix C) for additional
details. See attached schedule of work.
3.0 Project Documentation
3.1 Permits/ Other Documents:
Applicable Permits
· Demolition Permit
· Building Permit
· Electrical Permit
· Fence Permit
· Landscape/ Grading Permit
· Mechanical Permit
· Plumbing Permit
· Fire Permit
· Encroachment Permit
· Roofing Permit
· Right of Way Permit
· Tent Permit
· Tree Permit
· Water Efficient Landscape Permit
· Water Utility Connection Permit
3.2 Public Notification: Contractor shall send notification to neighbors addressing project phasing,
schedule, traffic and/or pedestrian concerns and all residents affected by possible traffic delays. The
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Construction Management Plan For:
King Louise Housing, 210 West Main Street, Aspen, CO 81611
neighborhood notification shall take place periodically, throughout the duration of the project as
required.
3.3 Project Sign: See attached project sign that will be 18”x24”. Safety signs will be located at the
entrance to the jobsite and facing Main Street. (Appendix B)
3.4 Contact Designation: See attached contract list. (Appendix A)
4.0 Project Implementation
4.1 Dates of Construction:
Tentative Construction Start: July 17th, 2019
Tentative Construction Completion: May 26th, 2020
4.2 Hours of Construction:
7:30AM – 5:30PM Monday through Friday
9:00AM – 5:00PM Saturday
No construction is permitted on Sundays, 4th of July day and/or weekend if it falls on a Friday or
Monday, Memorial Day and Labor Day weekends, Thanksgiving Day, Christmas Day, New Year’s Day.
4.3 Sequencing Schedule: See attached Schedule (Appendix D).
4.4 Neighboring Properties: See attached Neighboring Properties and Mailing list within 300 feet
(Appendix E). Contractor will be in direct communication with the neighbors to the East and West of the
property and provide them personally with written updates of the project and any work to be
happening in the next 2 weeks. Every utility provider will be requested to locate all existing utilities prior
to commencement of construction. The contactor will be responsible for notifying the appropriate
county authorities and affected utility users 48 hours in advance prior to interruption. The contractor
will be responsible for posting visible and legible signage at the entrance to the lot and notifying
neighbors by phone or in person.
5.0 Site and Right of Way Management
5.1 Right of Way Management Plan: Contractor will need to submit for a ROW permit when trenching
and for connection of the new utilities. We will have an independent contractor provide ROW
information. We plan on doing all utilities at the same time to minimize the impact on the ROW.
5.2 Emergency Vehicle Access and Ordinance 35: Contractor will allow at all hour access to the Jobsite
for any emergency vehicles from Main Street.
5.3 Construction Parking Details: Minor Impact throughout the project. Contractor will enforce that all
employees on the jobsite will carpool to the jobsite. Keelty Construction will have all labors carpool to
the jobsite using a company truck with 5 sets for employees to fill.
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Construction Management Plan For:
King Louise Housing, 210 West Main Street, Aspen, CO 81611
5.4 Staging Area: See attached site plan (Appendix C). Contractor will need to have a crane onsite for
about 4 separate days using the alley way. The crane will be onsite for setting of structural items,
loading of material to the third story and loading of material to the roof.
5.6 Site Plan: See attached site plan (Appendix C).
5.7 Waste Management: During demolition of the building we will sperate materials and have a
separate dumpster located on the jobsite for recyclable material. Contractor will have all materials
including concrete, wood and recyclable material separated. A bear proof trash can will be located
onsite and will be emptied weekly by MRI. No hazardous waste , electronic waste, fluorescent bulbs or
yard waste will be disposed of properly per the Colorado and Aspen landfill bans.
6.0 Traffic Control
6.1 General: During the trenching for utility services a certified traffic control supervisor will be onsite.
We will only be trenching into Main Street to tap into the water service about 12’. We will get the water
service beyond the sidewalk in one day. Contractor will excavate, install the water service, inspect,
backfill and patch the street all in the same day. The Contractor will be responsible for ensuring
compliance with the Traffic Control program provided.
6.2 Haul Routes: See hauling plan with location of jobsite (Appendix F). All traffic arriving at the site will
start at Highway 82 and turn North on to 1st Street and down the alley way for materials to be dropped
off.
6.3 Delivery Requirements: All deliveries will be completed in the morning from 7:30AM to 11:30AM
and 1:30PM to 4:30PM Monday thought Friday. The site is large enough to handle more than one
delivery at a time. Any deliveries in this area that will block the alley for more than 15 minutes will
require a Temporary Encroachment Permit.
7.0 Pedestrian Protection
7.1 General: The only closure to the side walk will be during the connection of the water service. When
submitting for the ROW Permit, we will provide a detailed Pedestrian Protection Plan. Contractor will
have to close the sidewalk in this location.
8.0 Sediment and Erosion Control
8.1 Requirements: See attached sediment and erosion control plan (Appendix H). See attached Civil
Plans for Stormwater Management Plan (SMP) for Best Management Practices. This will minimize
erosion and sediment from the site.
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Construction Management Plan For:
King Louise Housing, 210 West Main Street, Aspen, CO 81611
9.0 Fugitive Dust Control
9.1 General: See attached sediment and erosion control plan (Appendix H). Industry best practice will be
used to keep dust to a minimal. The contractor will assume all responsibility for dust control and follow
a plan to carry out efficient measure whenever necessary.
11.0 Noise Suppression
11.1 General: See attached information from Behrens & Associates (Appendix G). The contractor will
comply with all applicable noise control regulations as outlines in the Pitkin County Code. Include the
City of Aspen noise abatement ordinance. All construction equipment operations will be schedule to
operate no more than Monday through Friday 7:30AM to 5:30PM and Saturday 9:00AM to 5:00pm.
Sound mitigation will be installed prior to the start of construction. Wound mitigation will be installed at
14’ tall on the East and West side of the property. The North side of the property will have a gate with
sound mitigation blankets. The South side of the property will have a 14’ tall fence with sound mitigation
blankets. The blankets will remain on the project until all exterior finishes are installed.
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Entity Company Contact Phone
Property Owner King Louise LLC Theodore Guy (970) 379-0967
Architect Kim Raymond Architects Kim Raymond (970) 925-2252
Contractor Keelty Construction, Inc. Patrick Keelty (970) 927-6472
Site Supervisor Keelty Construction, Inc. David de L'Arbre (970) 618-0118
Project Manager Keelty Construction, Inc. Mike Charles (970) 618-0482
Traffic Control Officer TBD
Erosion Control Rep Woody Creek Engineering Josh Rice (970) 309-7130
Entity Phone
City of Aspen (970) 920-5090
Fire Department (970) 925-5532
Police Department (970) 925-5532
RFTA (970) 925-5532
City of Aspen Electric (970) 920-5148
Black Hills Energy (800) 694-8989
Comcast (800) 934-6489
City of Aspen Water (970) 920-5110
City of Aspen San (970) 925-3601
Aspen Valley Hospital (970) 925-1120
Valley View Hospital (970) 945-6535
Emergency Reminder 911
Contact List
Appendix A
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07/29/2019
Project Name: King Louise LLC
Project Location:
210 W. Main Street, Aspen, CO
Permit Number: TBD
GC Name & Contact Number:
Keelty Construction, Inc. (970) 927-6472
Emergency Name & Contact Number:
Architect KRA (970) 925-2252
Appendix B
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07/29/2019
REPLACE CURB
& GUTTER
EX T
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15.1"
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30' D
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REPLACE ASPHALT AT LOCATION OF
CONCRETE PATCH. REPLACE
ASPHALT A MINIMUM 2' OFF GUTTER.
REPLACE ASPHALT OVER WATER
SERVICE TRENCH.
ADJA
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REPLACE SIDEWALK. SOUTH EDGE AT EXISTING PLANTED
EDGE. NORTH EDGE ENCROACHES APPROX. 1' ONTO
PROPERTY. MINIMUM WIDTH 6'. MAX SLOPE=2% DO NOT
DISTURB EXISTING PLANTED AREA ALONG SOUTHERN EDGE.
REMOVE CURB CUT & REVEGETATE
PERVIOUS PATIO AREA=90 SF
CIRCULATION PIPED INTO
SUBSTRATE 420 SF / 90 SF=4.67:1
TRACKING PAD
MINIMUM
10' WIDTH
5' LENGTH
GATE
CONC.
WASHOUT
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
CONCRETE TREATED
BY PATIO PERVIOUS
PAVERS
CONCRETE TREATED
BY GRASS BUFFER
OR PAVERS
NEW SIDEWALK
NEW CURB AND
GUTTER
NEW ASPHALT
EXISTING ASPHALT
TO REMAIN
PERVIOUS PAVERS
GREEN ROOF
EELECTRIC METER
GGAS METER
CCABLE PEDESTAL
PPHONE PEDESTAL
2/6/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
EROSION SEDIMENT
CONTROL PLAN
C800
1/11/20182/6/2018
Crane Swing Radious
Crane Staging Area (Red)
Parking Area (Blue)
Trash (Green)
Job Fence (Red)
Sound Fence (Green)
Material Staging (Yellow)
Temp Toilets (Blue)
Job Trailer (Orange)Recycling (Dark Green)
Material Staging (Yellow)
Sound Fence (Green)
Job Fence (Red)
Material Delivery (Red)
Emergency Vehicle Location
(Orange)
Site PlanAppendix C
Page 10 of 76
Any deliveries in this area that will block
the alley for more than 15 minutes will
require a Temporary Encroachment
Permit.
07/29/2019
TRANS-
FORME
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REPLACE CURB
& GUTTER
EX T
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WATER MAIN & SERVICE
NOT SURVEYED
ABANDON EXISTING TAP PER COA WATER DEPT
STANDARDS.
NEW 2" TYPE K COPPER SERVICE MINIMUM
DISTANCE 18" FROM EXISTING TAP
REPLACE ASPHALT AT LOCATION OF
CONCRETE PATCH. REPLACE
ASPHALT A MINIMUM 2' OFF GUTTER.
REPLACE ASPHALT OVER WATER
SERVICE TRENCH.
ADJA
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SEWER: ABANDON EXISTING SERVICE.
INSTALL NEW SERVICE PER ASPEN SAN. DIST. STANDARDS.
GAS: NEW SERVICE FROM ALLEY.
PHONE & CABLE: PROVIDE NEW PEDESTALS ONSITE.
ELECTRIC: ABANDON EXISTING DIRECT BURY.
PULL NEW CABLE FROM EXISTING TRANSFORMER.
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0
'
NEW
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REPLACE SIDEWALK. SOUTH EDGE AT EXISTING PLANTED
EDGE. NORTH EDGE ENCROACHES APPROX. 1' ONTO
PROPERTY. MINIMUM WIDTH 6'. MAX SLOPE=2% DO NOT
DISTURB EXISTING PLANTED AREA ALONG SOUTHERN EDGE.
REMOVE CURB CUT & REVEGETATE
PERVIOUS PATIO AREA=90 SF
CIRCULATION PIPED INTO
SUBSTRATE 420 SF / 90 SF=4.67:1
E
TRACKING PAD
MINIMUM
10' WIDTH
5' LENGTH
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
CONCRETE TREATED
BY PATIO PERVIOUS
PAVERS
CONCRETE TREATED
BY GRASS BUFFER
OR PAVERS
NEW SIDEWALK
NEW CURB AND
GUTTER
NEW ASPHALT
EXISTING ASPHALT
TO REMAIN
PERVIOUS PAVERS
GREEN ROOF
EELECTRIC METER
GGAS METER
CCABLE PEDESTAL
PPHONE PEDESTAL
2/6/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
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21
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,
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,
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
UTILITIES
C600
1/11/20182/6/2018
Existing Tree to Remain
with 30' Drip Diameter.
New Water
Service (Blue)
New Electrical
Service (Red)
New Sewer
Service (Green)
New Gas Service
(Yellow)
New Phone & Cable
Service (Orange)
Site Plan - Utilities
Tree Protection 6' Fence
13
'
-
6
1
1
/
1
6
"
Appendix C
Page 11 of 76
07/29/2019
TRACKING PAD
MINIMUM
10' WIDTH
5' LENGTH
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P
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EDGE. NORTH EDGE ENCROACHES APPROX. 1' ONTO
PROPERTY. MINIMUM WIDTH 6'. MAX SLOPE=2% DO NOT
DISTURB EXISTING PLANTED AREA ALONG SOUTHERN EDGE.
REMOVE CURB CUT & REVEGETATE
REPLACE ASPHALT AT LOCATION OF
CO
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ASPHALT A MINIMUM 2' OFF GUTTER.
REPLACE ASPHALT OVER WATER
SERVICE TRENCH.
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:
4
2
0
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F
MAIN
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.
ROW
=
1
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0
'
Proposed Micropile
Cap Location
(Wall A)
Proposed Micropile
Cap Location
(Wall B)
Micropile Wall A
Begin Wall
Micropile Wall A
Turn Line 1
Micropile Wall A
Turn Line 2
Micropile Wall A
Turn Line 3
Micropile Wall A
End Wall
Micropile Wall B
Begin Wall
Micropile Wall B
End Wall
0+
2
0
0+40
0+60
0+80
1+00
0+
3
0
GR
A
D
E
-
5
0+70
GRADE
-
5
0+20
GRAD
E
-
5
Temporary Micropile Walls
Locations
February 7, 2019 King Louise
210 West Main Street
19-001G-D1
Grade-2
of 6
RDJ
Project Number:
Date:Sheet Number:Prepared by:Project:
Sheet Revisions
Date Revision/Issue Prepared by
B&Y Drilling, Inc.
Designed For:Seal:
N
SCALE: 1" = 10'
10 0 5 10
Notes:
1. Base plan by Woody Creek Engineering dated 02-06-2019.
2. For utility installation, trench to back of micropile wall. Hand dig between micropiles and extend utilities through wall.266 Red Cliff Circle Glenwood Springs, CO 81601
Phone: (970) 230-9208
Area of Excavation (Yellow)
Area of Temp Micropiles (Blue)
Area of Temp Micropiles (Blue)
Site Plan - Excavation & MicropilesAppendix C
Page 12 of 76
07/29/2019
ID Task
Mode
Task Name Duration Start
1 Pre Construction 1 day Wed 7/3/19
2 Plans 1 day Wed 7/3/19
3 Budget Build 1 day Wed 7/3/19
4 Notice to Proceed 1 day Wed 7/3/19
5
6 Construction 259 days Thu 7/4/19
7 Asbestos Removal 10 days Thu 7/4/19
8 Start Date 0 days Wed 7/17/19
9 Mobilization 3 days Thu 7/18/19
10 Demo of Roof & Upper Level10 days Tue 7/23/19
11 Demo of Structure 5 days Tue 8/6/19
12 Structure 226 days Tue 8/13/19
13 Excavation 20 days Tue 8/13/19
14 Shoring 12 days Thu 8/15/19
15 Utilities 10 days Thu 8/15/19
16 Drywell 5 days Tue 9/3/19
17 Footings & Pads 10 days Tue 9/10/19
18 Foundation Walls 15 days Tue 9/24/19
19 Waterproofing & Insulation5 days Tue 10/15/19
20 Subdrainage 5 days Tue 10/15/19
21 Floor Framing ML 10 days Tue 10/15/19
22 Underground MEPs 5 days Tue 10/22/19
23 Structural Steel LL & ML5 days Tue 10/29/19
24 Backfill 10 days Tue 10/29/19
25 Slab Prep 8 days Tue 11/5/19
26 SOG 7 days Fri 11/15/19
27 Framing ML 10 days Tue 11/5/19
28 Floor Framing 2L 8 days Tue 11/12/19
29 Framing 2L 10 days Fri 11/22/19
30 Structural Steel 2L 5 days Fri 11/22/19
31 Floor Framing 3L 5 days Fri 11/29/19
32 Framing 3L 10 days Fri 12/6/19
33 Structural Steel 3L 5 days Fri 12/6/19
34 Roof Framing 8 days Fri 12/13/19
35 Exterior Sheathing 15 days Mon 12/16/19
36 Framing LL 7 days Mon 1/6/20
37 Roof Dry-In 5 days Wed 12/25/19
38 Roof Waterproofing 10 days Wed 1/1/20
39 Deck Waterproofing 10 days Wed 1/8/20
40 Windows 10 days Mon 1/6/20
41 Exterior Doors 8 days Wed 1/22/20
42 Gypcrete Floors 10 days Wed 1/22/20
43 Deck Slabs 5 days Wed 1/29/20
44 Green Roof 20 days Wed 5/27/20
45
46 MEPs 146 days Tue 10/22/19
47 Underground MEPs 5 days Tue 10/22/19
48 Rough-In Mechanical 20 days Wed 1/1/20
49 Rough-In Plumbing 25 days Wed 1/1/20
50 Rough-In Electrical 20 days Wed 1/8/20
51 Rough-In Fire Suppression10 days Wed 1/22/20
52 Rough-In Life Safety 10 days Wed 1/22/20
53 Rough-In Low Voltage 5 days Wed 1/29/20
54 Prewire 5 days Wed 1/29/20
55 Set Equipment 15 days Wed 2/5/20
56 Gas Meter 10 days Wed 2/5/20
57 Lighting 10 days Wed 2/5/20
58 Electrical Service 15 days Wed 2/19/20
59 Plumbing Fixtures 10 days Wed 4/15/20
60 Trim Out HVAC 10 days Wed 4/15/20
61 Trim Out Fire Suppression10 days Wed 4/15/20
62 Lighting Trim Out 10 days Wed 4/15/20
Pre Construction
7/3 Plans
7/3 Budget Build
7/3 Notice to Proceed
Construction
7/4 Asbestos Removal
7/17 Start Date
7/18 Mobilization
7/23 Demo of Roof & Upper Level
8/6 Demo of Structure
Structure
8/13 Excavation
8/15 Shoring
8/15 Utilities
9/3 Drywell
9/10 Footings & Pads
9/24 Foundation Walls
10/15 Waterproofing & Insulation
10/15 Subdrainage
10/15 Floor Framing ML
10/22 Underground MEPs
10/29 Structural Steel LL & ML
10/29 Backfill
11/5 Slab Prep
11/15 SOG
11/5 Framing ML
11/12 Floor Framing 2L
11/22 Framing 2L
11/22 Structural Steel 2L
11/29 Floor Framing 3L
12/6 Framing 3L
12/6 Structural Steel 3L
12/13 Roof Framing
12/16 Exterior Sheathing
1/6 Framing LL
12/25 Roof Dry-In
1/1 Roof Waterproofing
1/8 Deck Waterproofing
1/6 Windows
1/22 Exterior Doors
1/22 Gypcrete Floors
1/29 Deck Slabs
5/27 Green Roof
MEPs
10/22 Underground MEPs
1/1 Rough-In Mechanical
1/1 Rough-In Plumbing
1/8 Rough-In Electrical
1/22 Rough-In Fire Suppression
1/22 Rough-In Life Safety
1/29 Rough-In Low Voltage
1/29 Prewire
2/5 Set Equipment
2/5 Gas Meter
2/5 Lighting
2/19 Electrical Service
4/15 Plumbing Fixtures
4/15 Trim Out HVAC
4/15 Trim Out Fire Suppression
4/15 Lighting Trim Out
S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T
Jun 2, '19 Jun 23, '19 Jul 14, '19 Aug 4, '19 Aug 25, '19 Sep 15, '19 Oct 6, '19 Oct 27, '19 Nov 17, '19 Dec 8, '19 Dec 29, '19 Jan 19, '20 Feb 9, '20 Mar 1, '20 Mar 22, '20 Apr 12, '20 May 3, '20 May 24, '20 Jun 14, '20 Jul 5, '20 Jul 26, '20
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 1
Project: King Louise Schedule
Date: Wed 7/3/19
Appendix D
Page 13 of 76
07/29/2019
ID Task
Mode
Task Name Duration Start
63 Trim Out Life Safety 5 days Wed 4/29/20
64 Thermostats 5 days Wed 4/29/20
65 Trim Out Switches & Outlets5 days Wed 4/29/20
66 Trim Out Low Voltage 5 days Wed 5/6/20
67
68 Exterior Finishes 219 days Thu 8/29/19
69 Curb & Gutters 5 days Tue 9/3/19
70 Asphalt Patch 3 days Thu 8/29/19
71 Stairwells 5 days Wed 1/1/20
72 Guardrails 5 days Wed 1/8/20
73 Hand Rails 5 days Wed 1/15/20
74 Sidewalks 10 days Wed 1/22/20
75 Housewrap 5 days Mon 1/6/20
76 Soffit & Fascia 15 days Mon 1/13/20
77 Exterior Trim 10 days Mon 1/20/20
78 Vertical Siding 30 days Mon 2/3/20
79 Horizontal Siding 30 days Mon 2/10/20
80 Flashing 10 days Mon 3/2/20
81 Exterior Railings 10 days Mon 3/23/20
82 Site Lighting 5 days Wed 4/29/20
83 Pavers 10 days Wed 4/29/20
84 Irrigation 10 days Wed 5/13/20
85 Green Roof 15 days Wed 5/27/20
86 Landscaping 20 days Wed 5/27/20
87 Exterior Painting 20 days Wed 5/27/20
88 Parking Space Stripping5 days Wed 6/24/20
89
90 Interior Finishes 105 days Wed 12/25/19
91 Radon 5 days Wed 12/25/19
92 Insulation 5 days Wed 1/1/20
93 Drywall 20 days Wed 1/8/20
94 Interior Doors 15 days Wed 1/22/20
95 Cabinetry 15 days Wed 1/29/20
96 Countertops 10 days Wed 2/12/20
97 Tile 15 days Wed 2/5/20
98 Trim 30 days Wed 2/5/20
99 Closet Doors 10 days Wed 3/11/20
100 Closet Rods & Shelves 5 days Wed 3/25/20
101 Paint & Stain 45 days Wed 2/12/20
102 Laminate Flooring 25 days Wed 3/18/20
103 Door Hardware 10 days Wed 4/15/20
104 Cabinetry Hardware 5 days Wed 4/22/20
105 Appliances 5 days Wed 4/22/20
106 Mirrors 5 days Wed 4/29/20
107 Carpet 10 days Wed 5/6/20
108
109 Inspections 166 days Mon 9/23/19
110 Inspection Footings 0 days Mon 9/23/19
111 Inspection Foundation0 days Mon 10/14/19
112 Inspection Rough-Ins 0 days Tue 2/4/20
113 Inspection Insulation 0 days Tue 1/7/20
114 Inspection Drywall 0 days Tue 2/4/20
115 Final Inspections 0 days Tue 5/12/20
116
117 Completion 25 days Wed 5/6/20
118 Touch Up & Caulking 5 days Wed 5/6/20
119 Demobilization 5 days Wed 5/13/20
120 Final Clean 10 days Wed 5/13/20
121 Finish Date 0 days Tue 5/26/20
122 Punchlist 10 days Wed 5/27/20
123 Closeout 5 days Wed 5/27/20
4/29 Trim Out Life Safety
4/29 Thermostats
4/29 Trim Out Switches & Outlets
5/6 Trim Out Low Voltage
Exterior Finishes
9/3 Curb & Gutters
8/29 Asphalt Patch
1/1 Stairwells
1/8 Guardrails
1/15 Hand Rails
1/22 Sidewalks
1/6 Housewrap
1/13 Soffit & Fascia
1/20 Exterior Trim
2/3 Vertical Siding
2/10 Horizontal Siding
3/2 Flashing
3/23 Exterior Railings
4/29 Site Lighting
4/29 Pavers
5/13 Irrigation
5/27 Green Roof
5/27 Landscaping
5/27 Exterior Painting
6/24 Parking Space Stripping
Interior Finishes
12/25 Radon
1/1 Insulation
1/8 Drywall
1/22 Interior Doors
1/29 Cabinetry
2/12 Countertops
2/5 Tile
2/5 Trim
3/11 Closet Doors
3/25 Closet Rods & Shelves
2/12 Paint & Stain
3/18 Laminate Flooring
4/15 Door Hardware
4/22 Cabinetry Hardware
4/22 Appliances
4/29 Mirrors
5/6 Carpet
Inspections
9/23 Inspection Footings
10/14 Inspection Foundation
2/4 Inspection Rough-Ins
1/7 Inspection Insulation
2/4 Inspection Drywall
5/12 Final Inspections
Completion
5/6 Touch Up & Caulking
5/13 Demobilization
5/13 Final Clean
5/26 Finish Date
5/27 Punchlist
5/27 Closeout
S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T
Jun 2, '19 Jun 23, '19 Jul 14, '19 Aug 4, '19 Aug 25, '19 Sep 15, '19 Oct 6, '19 Oct 27, '19 Nov 17, '19 Dec 8, '19 Dec 29, '19 Jan 19, '20 Feb 9, '20 Mar 1, '20 Mar 22, '20 Apr 12, '20 May 3, '20 May 24, '20 Jun 14, '20 Jul 5, '20 Jul 26, '20
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 2
Project: King Louise Schedule
Date: Wed 7/3/19
Appendix D
Page 14 of 76
07/29/2019
4,514
752.3
Legend
1:
WGS_1984_Web_Mercator_Auxiliary_Sphere
Feet0752.3376.17
Notes
Pitkin Maps & More
THIS MAP IS FOR INFORMATIONAL PURPOSES.
Pitkin County GIS makes no warranty or guarantee
concerning the completeness, accuracy, or reliability
of the content represented.
Map Created on 11:44 AM 07/05/19 at http://www.pitkinmapsandmore.com
State Highway
Road Centerline 4K
Primary Road
Secondary Road
Service Road
Full Address
Rivers and Creeks
Continuous
Intermittent
River, Lake or Pond
Town Boundary
Federal Land Boundary
BLM
State of Colorado
USFS
Appendix E
Page 15 of 76
07/29/2019
Pitkin County Mailing List of 300 Feet Radius
Pitkin County GIS presents the information and data on this web
site as a service to the public. Every effort has been made to
ensure that the information and data contained in this electronic
system is accurate, but the accuracy may change. Mineral
estate ownership is not included in this mailing list. Pitkin County
does not maintain a database of mineral estate owners.
Pitkin County GIS makes no warranty or guarantee concerning
the completeness, accuracy, or reliability of the content at this
site or at other sites to which we link. Assessing accuracy and
reliability of information and data is the sole responsibility of the
user. The user understands he or she is solely responsible and
liable for use, modification, or distribution of any information or
data obtained on this web site.
This document contains a Mailing List formatted to be
printed on Avery 5160 Labels. If printing, DO NOT "fit to
page" or "shrink oversized pages." This will manipulate the
margins such that they no longer line up on the labels
sheet. Print actual size.
From Parcel: 273512440009 on 07/05/2019
Instructions:
Disclaimer:
http://www.pitkinmapsandmore.com
Appendix E
Page 16 of 76
07/29/2019
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
JACOBY FAMILY LP
VERO BEACH, FL 32960
700 20TH ST
RICKEL DAVID
LANDSDALE, PA 19446
275 GOLDENROD DR
GLICKMAN ADAM
SAN JUAN PUERTO RICO 00907-3122,
644 FERNANDEZ JUNCOS AVE #301
DISTRICT VIEW PLAZA MIRAMAR
HITE ANGELA R FAMILY TRUST
WOODY CREEK, CO 81656
PO BOX 155
PESIKOFF DAVID
HOUSTON, TX 77098
1811 NORTH BLVD
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GROVER FREDRICK W & PAULA J
KEY LARGO, FL 330372917
6 NORTH DR
WEST MAIN VENTURES
ASPEN, CO 81612
PO BOX 11977
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
220 WEST MAIN PARTNERS LLC
ASPEN, CO 81611
730 E COOPER AVE
CHISHOLM HEATHER M
ASPEN, CO 81611
205 W MAIN ST
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
SPERAW ENDEAVORS LLC
SNOWMASS VILLAGE, CO 81615
PO BOX 6575
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
233 WEST BLEEKER LLC
ASPEN, CO 81611
400 E MAIN ST #2
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
211 WEST MAIN LLC
ASPEN, CO 81611
323 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
BROWDE KRISTEN PRATA
CHAPPAQUA, NY 10514
604 QUAKER RD
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
STEVENS BRUCE
ASPEN, CO 81611
214 W BLEEKER ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
Appendix E
Page 17 of 76
07/29/2019
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
TYROL APARTMENTS LLC
ASPEN, CO 81611
200 W MAIN ST
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
220 WMAC LLC
ASPEN, CO 81612
PO BOX 8346
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
SHEEHAN WILLIAM J & NANCY E
FRANKFORT, IL 60423
10 GOLF VIEW LN
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GREENASPEN LLC
KEY BISCAYNE, FL 33149
30 ISLAND DR
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GUNNING JANINE L
ASPEN, CO 81612
PO BOX 11705
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
ELKINS LESLIE KEITH TRUST
HOUSTON, TX 77002
1001 FANNIN #700
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
KARP MICHAEL
PHILADELPHIA, PA 19103
1630 LOCUST ST #200
WEST MAIN VENTURES
ASPEN, CO 81612
PO BOX 11977
SPERAW ENDEAVORS LLC
SNOWMASS VILLAGE, CO 81615
PO BOX 6575
220 WEST MAIN PARTNERS LLC
ASPEN, CO 81611
730 E COOPER AVE
GUENTHER TODD
NEW YORK , NY 10023
150 COLUMBUS AVE APT 16C
CITY OF ASPEN
ASPEN, CO 81611
130 S GALENA ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
Appendix E
Page 18 of 76
07/29/2019
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
ASPEN MEDICAL CENTER CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
HOTEL ASPEN CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
110 W MAIN ST
LADA COMMUNITY PROPERTY TRUST
LAS VEGAS, NV 89109
2860 AUGUSTA DR
BLUEGREEN VACATIONS UNLIMITED INC
BOCA RATON, FL 33431
4960 CONFERENCE WY N #100
220 WEST MAIN PARTNERS LLC
ASPEN, CO 81611
730 E COOPER AVE
NIMMO GUENTHER KELLY
ASPEN, CO 81611
121 W BLEEKER ST
SNYDER GARY
ELKINS PARK, PA 19027
8324 BROODSIDE RD
KETTELKAMP TRUST
PUEBLO, CO 81008
3408 MORRIS AVE
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
ASPEN HOMEOWNERS ASSOCIATION
ASPEN, CO 81611
311 W MAIN ST
SPERAW ENDEAVORS LLC
SNOWMASS VILLAGE, CO 81615
PO BOX 6575
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
DIMITRIUS RALLI TRUST
PASADENA, CA 91103
535 FREMONT DR
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
TWIN COASTS LTD
BOCA RATON, FL 33432
433 PLAZA REAL #275
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GROSVENOR DENIS
TAOS, NM 875716922
209 CAMINO DE LA MERCED # C
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
ASPEN MAIN OFFICE CONDO ASSOC
ASPEN, CO 81611
220 W MAIN ST
ASPEN CONDOS ASSOC
ASPEN, CO 81611
COMMON AREA
311 W MAIN ST
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
BLUEGREEN VACATIONS UNLIMITED INC
BOCA RATON, FL 33431
4960 CONFERENCE WY N #100
Appendix E
Page 19 of 76
07/29/2019
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
CHOOKASZIAN DENNIS
WILMETTE, IL 60091
1100 MICHIGAN AVE
BLUEGREEN VACATIONS UNLIMITED INC
BOCA RATON, FL 33431
4960 CONFERENCE WY N #100
BLUEGREEN VACATIONS UNLIMITED INC
BOCA RATON, FL 33431
4960 CONFERENCE WY N #100
220 WEST MAIN PARTNERS LLC
ASPEN, CO 81611
730 E COOPER AVE
HEINEMAN S MARLENE
DALLAS, TX 753810323
PO BOX 810323
CRETE ASSOCIATES LP
BRYN MAWR, PA 19010
1062 E LANCASTER AVE #30B
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
CRETE ASSOCIATES LP
BRYN MAWR, PA 19010
1062 E LANCASTER AVE #30B
SAND KATHERINE M
ASPEN, CO 81612
PO BOX 51
212 WEST HOPKINS LLC
ASPEN, CO 81611
212 W HOPKINS AVE
TIMBERLINE BANK
GRAND JUNCTION, CO 81505
633 24 RD
STEVENSON KAREN H
ASPEN, CO 81611
205 W MAIN ST
TEMPKINS HARRY & VIVIAN
MIAMI BEACH, FL 33139
605 LINCOLN RD #301
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
STEVENS LESLEY
ASPEN, CO 81611
214 W BLEEKER ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
SEVEN SEAS INVESTMENT LLC
WILMETTE, IL 60091
1120 MICHIGAN AVE
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
CRETE ASSOCIATES LP
BRYN MAWR, PA 19010
1062 E LANCASTER AVE #30B
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
BLUEGREEN VACATIONS UNLIMITED INC
BOCA RATON, FL 33431
4960 CONFERENCE WY N #100
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
Appendix E
Page 20 of 76
07/29/2019
HITE HENRY HARRIS REVOC TRUST
WOODY CREEK, CO 81656
PO BOX 155
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
WEST HOPKINS LLC
POTOMAC, MD 20859
PO BOX 61510
220 WMAC LLC
ASPEN, CO 81612
PO BOX 8346
212 N SECOND ST LLC
TAMPA, FL 33613
509 GUISANDO DE AVILA #201
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
MAYER KEVIN
ASPEN, CO 81611
222 W HOPKINS AVE #2
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
BERGHOFF MICHAEL R TRUST
INDIANAPOLIS, IN 46236
9112 WALNUT GROVE DR
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
HOLTZMAN L BART & PATRICIA G
SAINT LOUIS, MO 63124
9741 LITZSINGER RD
HAYMAX LODGING LLC
ASPEN, CO 81611
605 W MAIN ST #2
SPERAW ENDEAVORS LLC
SNOWMASS VILLAGE, CO 81615
PO BOX 6575
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
RILEY AMY CLARK
ASPEN, CO 81611
129 W BLEEKER ST
TWIN COASTS LTD
BOCA RATON, FL 33432
433 PLAZA REAL #275
ASPEN HOUSE LLC
CHICAGO, IL 60601
225 N COLUMBUS DR #100
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
JDH INVESTMENT MGMT LLC
DALLAS, TX 75205
12200 STEMMONS FWY
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
NORTHSTAR OFFICE BUILDING CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
122 W MAIN ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
Appendix E
Page 21 of 76
07/29/2019
MARTIN SCOTT M
ASPEN, CO 81611
PO BOX 51
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
BLUEGREEN VACATIONS UNLIMITED INC
BOCA RATON, FL 33431
4960 CONFERENCE WY N #100
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
TIMBERLINE BANK
GRAND JUNCTION, CO 81505
633 24 RD
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
TIMBERLINE BANK
GRAND JUNCTION, CO 81505
633 24 RD
FCB LLC
SNOWMASS VILLAGE, CO 816156622
PO BOX 6622
SPERAW ENDEAVORS LLC
SNOWMASS VILLAGE, CO 81615
PO BOX 6575
220 WEST MAIN PARTNERS LLC
ASPEN, CO 81611
730 E COOPER AVE
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
TACO 2 LLC
ASPEN, CO 81611
220 W MAIN ST #202
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
BERGHOFF KRISTIN TRUST
INDIANAPOLIS, IN 46236
9112 WALNUT GROVE DR
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
AJAX VIEW COMMERCIAL/NORTH STAR OFFICE
ASPEN, CO 81611
132 W MAIN ST
BLUEGREEN VACATIONS UNLIMITED INC
BOCA RATON, FL 33431
4960 CONFERENCE WY N #100
CRETE ASSOCIATES LP
BRYN MAWR, PA 19010
1062 E LANCASTER AVE #30B
SPERAW ENDEAVORS LLC
SNOWMASS VILLAGE, CO 81615
PO BOX 6575
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
WEST MAIN VENTURES
ASPEN, CO 81612
PO BOX 11977
SHIELD JULIET E
ASPEN, CO 81611
221 N STARWOOD DR
118 NORTH FIRST LLC
ASPEN, CO 81611
623 E HOPKINS AVE
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
Page 22 of 76
07/29/2019
TYROLEAN LODGE LLC
ASPEN, CO 81611
200 W MAIN ST
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
GUNN ROBERT W FAMILY TRST
MARBLEHEAD, MA 01945
409 OCEAN AVE
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
GUNNING RALPH
ASPEN, CO 81612
PO BOX 11912
MARTIN SCOTT M
ASPEN, CO 81611
PO BOX 51
132 W MAIN LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
DH ASE LLC
WILMINGTON, DE 19808
2711 CENTERVILLE RD # 400
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
MOUNTAIN LODGE HOLDINGS LLC
ASPEN, CO 81611
605 W MAIN ST #2
WEST SIDE CONDO ASSOC
ASPEN, CO 81611
234 W HOPKINS AVE
233 WEST BLEEKER LLC
ASPEN, CO 81611
400 E MAIN ST #2
JACOBY FAMILY LP
VERO BEACH, FL 32960
700 20TH ST
CRETE ASSOCIATES LP
BRYN MAWR, PA 19010
1062 E LANCASTER AVE #30B
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
JES 2002 GRANTOR TRUST
ASPEN, CO 81611
221 N STARWOOD DR
GARET CONDO ASSOC
ASPEN, CO 81611
400 E MAIN ST #2
GARMISCH LODGING LLC
ASPEN, CO 81611
110 W MAIN ST
SILVERSTEIN PHILIP & ROSALYN
BRONX, NY 10463
25 KNOLLS CRESCENT APT 81
2401 BLAKE LLC
DENVER, CO 80202
1615 CALIFORNIA ST # 707
INNSBRUCK CONDO ASSOC
ASPEN, CO 81611
233 W MAIN ST
SAND KATHERINE M
ASPEN, CO 81612
PO BOX 51
MELTON DAVID
ASPEN, CO 81611
135 W MAIN ST
Appendix E
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Appendix E - Central Resort Area and CommercialCore Area Map
Project Location:
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D
Map prepared by Engineering and GIS Department
City of Aspen, CO 81611 May 4,2007
0 600300
Feet
Legend
Designated Heavy Haul Route
Roads
Parcels
City Boundary
OFFICIAL HEAVY HAUL ROUTE MAP
Project Location
Appendix F
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Grading and Drainage Report
Prepared for
King Louise, LLC
210 West Main St., Aspen
P.O. Box 575
Woody Creek, Colorado 81656
970-309-7130
Prepared By
Josh Rice, P.E.
February 6, 2019
Appendix G
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I hereby affirm that this report and the accompanying plans for the drainage improvements of “Lots P&Q,
Block 51, City of Aspen” was prepared by me for the owners thereof in accordance with the provisions of
the City of Aspen Urban Runoff Management Plan and approved variances and exceptions listed herein. I
understand that it is the policy of the City that the City of Aspen does not and will not assume liability for
drainage facilities designed by others.
Josh Rice, P.E. License No.
1/11/20182/6/2018
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1. INTRODUCTION ................................................................................................................................. 1
2. GENERAL SITE DESCRIPTION ....................................................................................................... 1
2.1 Existing Condition ..................................................................................................................................... 1
2.2 Proposed Condition ................................................................................................................................... 2
2.2.1 Determination of Major/Minor .................................................................................................................... 2
2.3 Drainage Basins ......................................................................................................................................... 2
2.3.1 Historical Basin EX:1 ..................................................................................................................................... 5
2.3.1 Proposed Basin PR:1A .................................................................................................................................. 5
2.3.1 Proposed Basin PR:1B .................................................................................................................................. 5
2.3.1 Proposed Basin PR:2A .................................................................................................................................. 5
2.3.1 Proposed Basin PR:2B .................................................................................................................................. 5
2.3.1 Proposed Basin PR:3 .................................................................................................................................... 5
2.3.1 Proposed Basin PR:4 .................................................................................................................................... 6
2.3.1 Proposed Basin PR:5 .................................................................................................................................... 6
2.3.1 Proposed Basin PR:6 .................................................................................................................................... 6
2.3.1 Proposed Basin PR:7 .................................................................................................................................... 6
2.3.1 Proposed Basin PR:8 .................................................................................................................................... 6
2.3.1 Proposed Basin PR:9 .................................................................................................................................... 6
2.3.1 Proposed Basin PR:10 .................................................................................................................................. 6
2.3.1 Proposed Basin PR:11 .................................................................................................................................. 7
2.3.1 Proposed Basin PR:12 .................................................................................................................................. 7
2.3.1 Proposed Basin PR:13 .................................................................................................................................. 7
2.3.1 Proposed Basin PR:14 .................................................................................................................................. 7
2.3.1 Proposed Basin PR:15 .................................................................................................................................. 7
2.3.1 Proposed Basin PR:16 .................................................................................................................................. 7
2.3.1 Proposed Basin PR:17 .................................................................................................................................. 8
3. STORMWATER BMPS AND ROUTING ......................................................................................... 8
3.1 General ..................................................................................................................................................... 9
3.1.1 Pipes ............................................................................................................................................................. 9
Porous Gravel .......................................................................................................................................................... 10
3.2 Operation and Maintenance ................................................................................................................... 10
APPENDIDX A--NRCS SOILS REPORT .............................................................................................. 1
APPENDIX B--FEMA FIRM MAP ......................................................................................................... 2
APPENDIX C--PLAN SET ....................................................................................................................... 3
APPENDIX D--HYDROLOGIC CALCULATIONS ............................................................................... 4
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APPENDIX E--HYDRAULIC CALCULATIONS .................................................................................. 5
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1. Introduction
This report was prepared to meet the requirements of a City of Aspen Engineering Department Grading and
Drainage Report for a Major Design. The report was prepared for a multi-family housing project at 210
West Main Street, Aspen, Colorado, 81611 (the “Site”). Facilities providing water quality capture volume
and retention have been designed in this report and the associated plan.
2. General Site Description
2.1 Existing Condition
The property was platted as “Lots P&Q, Block 51, City of Aspen.” Based on the topographical improve-
ment survey, the lot area is approximately 6,000 square feet.
The Site is located on the east side of Aspen (see Figure 1). The NRCS describes the hydrologic soil group
as “Type B” (See Appendix A). The lot is currently occupied by a multi-family apartment.
Figure 1. 210 West Main Street, Aspen Vicinity Map
(Source: maps.google.com)
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The site is located away from all major drainage ways and is not located within the floodplain boundaries
the Roaring Fork River. The Site is located within Zone X, as shown and described by FEMA (see FIRM
Map, Appendix B.)
2.2 Proposed Condition
The structure will be demolished and a tree-structure multifamily complex will be constructed.
2.2.1 Determination of Major/Minor
The Urban Runoff Management Plan (the “URMP”) has two controlling triggers when determining the
permit requirements: interior demolition and exterior disturbed area. Based on these two triggers, Woody
Creek Engineering (“WCE”) has determined that water quality capture volume (“WQCV”) and detention
is required for the entire property. However, the site is located in the Aspen Mountain basin and therefore,
only WQCV will be provided.
The Site is located on a relatively flat area that slopes at 0.38% to the southeast. Drainage basins are delin-
eated on Plan Sheet C200 (Appendix C, C200). The basins are described in the following sections. The
drainage issues and WQCV treatment BMPs are also described.
2.3 Drainage Basins
Both Historical and proposed basins are described below. Table 1, below, describes the impervious area,
pervious area, total area, percent imperviousness, flow path length, basin slope, runoff coefficients for the
minor (10-yr) and major (100-yr) storm events and runoff flowrates for the minor (10-yr) and major (100-
yr) storm events. Although the Basins are delineated on Plan Sheet C200 (Appendix C, C200), they are
also provided in Figure No. 2 and 3, below.
Historical peak flows for the 5-year, 10-year and 100-year events were evaluated for the Site using a time
of concentration based on the flow path length and slope.
The proposed improvements to the site will not affect offsite drainage patterns.
Table 1. Historical Basin Information
Table 2. Proposed Basin Information
BASIN NO.TOTAL BASIN
AREA (SF)
IMPERVIOUS
AREA (SF)
TOTAL BASIN
AREA
(ACRES)
IMPERVIOUS
AREA
(ACRES)
%
IMPERVIOUS
RUNOFF
COEF. 5YR
RUNOFF
COEF. 10YR
RUNOFF
COEF. 100YR
FLOW PATH
LENGTH (FT)
FLOW PATH
SLOPE
(FT/FT)
Tc
(Computed)
(min)
Tc (Regional)
(min)Tc (min)Intensity (5yr)
(in/hr)
Intensity (10yr)
(in/hr)
Intensity
(100yr) (in/hr)
PEAK FLOW
5YR (CFS)
PEAK FLOW
10YR (CFS)
PEAK FLOW
100YR (CFS)
EX:1 6,000.00 0.00 0.138 0.000 0%0.06 0.15 0.35 104.40 0.0038 26.33 10.5800 10.5800 2.3597 2.8390 4.5350 0.020 0.059 0.219
Total 6,000 0 0.138 0.000 0%----0.020 0.059 0.219
BASIN NO.TOTAL BASIN
AREA (SF)
IMPERVIOUS
AREA (SF)
TOTAL BASIN
AREA
(ACRES)
IMPERVIOUS
AREA
(ACRES)
%
IMPERVIOUS
RUNOFF
COEF. 5YR
RUNOFF
COEF. 10YR
RUNOFF
COEF. 100YR
FLOW PATH
LENGTH (FT)
FLOW PATH
SLOPE
(FT/FT)
Tc
(Computed)
(min)
Tc (Regional)
(min)Tc (min)Intensity (5yr)
(in/hr)
Intensity (10yr)
(in/hr)
Intensity
(100yr) (in/hr)
PEAK FLOW
5YR (CFS)
PEAK FLOW
10YR (CFS)
PEAK FLOW
100YR (CFS)
PR:1A 79.17 79.17 0.002 0.002 100%0.90 0.92 0.96 9.50 0.0200 0.91 10.0528 5.0000 3.2911 3.9596 6.3251 0.005 0.007 0.011
PR:1B 141.48 141.48 0.003 0.003 100%0.90 0.92 0.96 11.20 0.0200 0.98 10.0622 5.0000 3.2911 3.9596 6.3251 0.010 0.012 0.020
PR:2A 985.65 218.26 0.023 0.005 22%0.22 0.30 0.46 23.40 0.0100 7.66 10.1300 7.6552 2.7726 3.3357 5.3285 0.014 0.022 0.055
PR:2B 630.21 174.22 0.014 0.004 28%0.25 0.32 0.47 17.50 0.0100 6.43 10.0972 6.4317 2.9902 3.5975 5.7467 0.011 0.017 0.039
PR:3 2,065.31 321.28 0.047 0.007 16%0.20 0.27 0.44 32.80 0.0100 9.34 10.1822 9.3368 2.5195 3.0313 4.8422 0.024 0.039 0.101
PR:4 515.75 0.00 0.012 0.000 0%0.06 0.15 0.35 3.60 0.0200 2.83 10.0200 5.0000 3.2911 3.9596 6.3251 0.002 0.007 0.026
PR:5 175.50 175.50 0.004 0.004 100%0.90 0.92 0.96 14.50 0.0200 1.12 10.0806 5.0000 3.2911 3.9596 6.3251 0.012 0.015 0.024
PR:6 58.42 58.42 0.001 0.001 100%0.90 0.92 0.96 10.81 0.0200 0.97 10.0601 5.0000 3.2911 3.9596 6.3251 0.004 0.005 0.008
PR:7 30.66 30.66 0.001 0.001 100%0.90 0.92 0.96 8.10 0.0200 0.84 10.0450 5.0000 3.2911 3.9596 6.3251 0.002 0.003 0.004
PR:8 40.73 40.73 0.001 0.001 100%0.90 0.92 0.96 8.20 0.0200 0.84 10.0456 5.0000 3.2911 3.9596 6.3251 0.003 0.003 0.006
PR:9 39.05 39.05 0.001 0.001 100%0.90 0.92 0.96 4.10 0.0200 0.59 10.0228 5.0000 3.2911 3.9596 6.3251 0.003 0.003 0.005
PR:10 20.25 20.25 0.000 0.000 100%0.90 0.92 0.96 5.40 0.0200 0.68 10.0300 5.0000 3.2911 3.9596 6.3251 0.001 0.002 0.003
PR:11 23.63 23.63 0.001 0.001 100%0.90 0.92 0.96 4.90 0.0200 0.65 10.0272 5.0000 3.2911 3.9596 6.3251 0.002 0.002 0.003
PR:12 226.17 0.00 0.005 0.000 0%0.06 0.15 0.35 49.60 0.0100 13.22 10.2756 10.2756 2.3969 2.8838 4.6066 0.001 0.002 0.008
PR:13 136.79 0.00 0.003 0.000 0%0.06 0.15 0.35 18.20 0.0100 8.01 10.1011 8.0106 2.7150 3.2665 5.2180 0.001 0.002 0.006
PR:14 94.31 0.00 0.002 0.000 0%0.06 0.15 0.35 9.30 0.0100 5.73 10.0517 5.7263 3.1314 3.7675 6.0182 0.000 0.001 0.005
PR:15 170.18 0.00 0.004 0.000 0%0.06 0.15 0.35 33.20 0.0100 10.82 10.1844 10.1844 2.4083 2.8975 4.6285 0.001 0.002 0.006
PR:16 506.65 0.00 0.012 0.000 0%0.06 0.15 0.35 40.00 0.0100 11.88 10.2222 10.2222 2.4036 2.8918 4.6194 0.002 0.005 0.019
PR:17 59.64 59.64 0.001 0.001 100%0.90 0.92 0.96 0.50 0.0200 0.21 10.0028 5.0000 3.2911 3.9596 6.3251 0.004 0.005 0.008
Total 6,000 1,382 0.138 0.032 23%0.100 0.153 0.358
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Figure 2. Historical Basins
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Figure 3. Proposed Basins
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2.3.1 Historical Basin EX:1
Historical Basin EX:1 encompasses the lot. The basin area is approximately 6000 sf. Runoff sheet flows
for 104 ft at a 0.38% slope, resulting in a 100-yr flowrate of 0.011 cfs.
2.3.1 Proposed Basin PR:1A
Proposed basin PR:1A is comprised of the first floor entrance roof. The roof discharges to Pipe C1. The
basin area totals 79 sf and is 100% impervious. Based on a flow path of 9.5 feet at a slope of 2%, the
time of concentration is 5 minutes. The resulting 100-year flowrate is 0.011 cfs.
PR:1A is collected and directed to a pervious paver system via Pipes C and A in order to provide WQCV.
2.3.1 Proposed Basin PR:1B
Proposed basin PR:1B is comprised of the second and third floor stair and deck areas. The roof dis-
charges to Pipe C2. The basin area totals 141 sf and is 100% impervious. Based on a flow path of 11.2
feet at a slope of 2%, the time of concentration is 5 minutes. The resulting 100-year flowrate is 0.020 cfs.
PR:1B is collected and directed to a pervious paver system via Pipes C and A in order to provide WQCV.
2.3.1 Proposed Basin PR:2A
Proposed basin PR:2A is comprised of the southwest roof area. The basin area totals 986 sf and is 22%
impervious. Based on a flow path of 23.4 feet at a slope of 1%, the time of concentration is 7.66 minutes.
The resulting 100-year flowrate is 0.055 cfs.
The roof discharges to the west and into basin PB:12. Because the roof is primarily a green roof struc-
ture, the green roof area provides the WQCV although the roof is not entirely “green.” The Aspen Engi-
neering Department has pre-approved this roof be exempt from providing at-grade WQCV for the imper-
vious area. Please see PJ Murray or Hailey Guglielmo if you require an explanation of this determination.
2.3.1 Proposed Basin PR:2B
Proposed basin PR:2B is comprised of the southeast roof area. The basin area totals 630 sf and is 28%
impervious. Based on a flow path of 17.5 feet at a slope of 1%, the time of concentration is 6.43 minutes.
The resulting 100-year flowrate is 0.039 cfs.
The roof discharges to the east and into basin PB:15. Because the roof is primarily a green roof structure,
the green roof area provides the WQCV although the roof is not entirely “green.” The Aspen Engineering
Department has pre-approved this roof be exempt from providing at-grade WQCV for the impervious
area. Please see PJ Murray or Hailey Guglielmo if you require an explanation of this determination.
2.3.1 Proposed Basin PR:3
Proposed basin PR:3 is comprised of the north roof area. The basin area totals 2065 sf and is 16% imper-
vious. Based on a flow path of 32.8 feet at a slope of 1%, the time of concentration is 9.34 minutes. The
resulting 100-year flowrate is 0.101 cfs.
The roof discharges to the east and into basin PB:16. Because the roof is primarily a green roof structure,
the green roof area provides the WQCV although the roof is not entirely “green.” The Aspen Engineering
Department has pre-approved this roof be exempt from providing at-grade WQCV for the impervious
area. Please see PJ Murray or Hailey Guglielmo if you require an explanation of this determination.
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2.3.1 Proposed Basin PR:4
Proposed basin PR:4 is comprised of the rear (north) parking area. The basin area totals 516 sf and is 0%
impervious. Based on a flow path of 3.6 feet at a slope of 2%, the time of concentration is 5 minutes.
The resulting 100-year flowrate is 0.026 cfs.
PR:4 is collected and discharges to a pervious paver system. The entire basin consists of pervious pavers.
WQCV is provided by the pervious paver system.
2.3.1 Proposed Basin PR:5
Proposed basin PR:5 is comprised of the sidewalk found on the west of the north building. The basin area
totals 176 sf and is 100% impervious. Based on a flow path of 14.5 feet at a slope of 2%, the time of con-
centration is 5 minutes. The resulting 100-year flowrate is 0.024 cfs.
PR:5 is collected and discharges to a pervious paver system via Pipe A in order to provide WQCV.
2.3.1 Proposed Basin PR:6
Proposed basin PR:6 is comprised of the sidewalk found on the south of the north building. The basin
area totals 58 sf and is 100% impervious. Based on a flow path of 10.8 feet at a slope of 2%, the time of
concentration is 5 minutes. The resulting 100-year flowrate is 0.008 cfs.
PR:6 is collected and discharges to a pervious paver system via Pipe B and A in order to provide WQCV.
2.3.1 Proposed Basin PR:7
Proposed basin PR:7 is comprised of the bike parking area located at the northeast of the north building.
The basin area totals 31 sf and is 100% impervious. Based on a flow path of 8.1 feet at a slope of 2%, the
time of concentration is 5 minutes. The resulting 100-year flowrate is 0.004 cfs.
PR:7 is collected and discharges to a pervious paver system found in PR:4 (parking area pervious pavers)
in order to provide WQCV.
2.3.1 Proposed Basin PR:8
Proposed basin PR:8 is comprised of the sidewalk found in between the southwest and southeast build-
ings. The basin area totals 41 sf and is 100% impervious. Based on a flow path of 8.2 feet at a slope of
2%, the time of concentration is 5 minutes. The resulting 100-year flowrate is 0.006 cfs.
PR:8 is collected and discharges to a pervious paver system via Pipe C and A in order to provide WQCV.
2.3.1 Proposed Basin PR:9
Proposed basin PR:9 is comprised of the sidewalk found at the entrance to the southwest building. The
basin area totals 39 sf and is 100% impervious. Based on a flow path of 4.1 feet at a slope of 2%, the
time of concentration is 5 minutes. The resulting 100-year flowrate is 0.005 cfs.
PR:9 is collected and discharges to PR:12. PR:12 is a vegetated area that meets the definition of a grass
buffer. WQCV is provided by the grass buffer.
2.3.1 Proposed Basin PR:10
Proposed basin PR:10 is comprised of the sidewalk found at the entrance to the courtyard located between
the southwest and southeast buildings. The basin area totals 20 sf and is 100% impervious. Based on a
flow path of 5.4 feet at a slope of 2%, the time of concentration is 5 minutes. The resulting 100-year
flowrate is 0.003 cfs.
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PR:10 is collected and discharges to PR:13. PR:13 is a vegetated area that meets the definition of a grass
buffer. WQCV is provided by the grass buffer.
2.3.1 Proposed Basin PR:11
Proposed basin PR:11 is comprised of the sidewalk found at the entrance to the southeast building. The
basin area totals 24 sf and is 100% impervious. Based on a flow path of 4.9 feet at a slope of 2%, the
time of concentration is 5 minutes. The resulting 100-year flowrate is 0.003 cfs.
PR:10 is collected and discharges to PR:14. PR:14 is a vegetated area that meets the definition of a grass
buffer. WQCV is provided by the grass buffer.
2.3.1 Proposed Basin PR:12
Proposed basin PR:12 is comprised of the lawn found at the western edge of the the southwest building.
The basin area totals 226 sf and is 0% impervious. Based on a flow path of 49.6 feet at a slope of 1%, the
time of concentration is 10.28 minutes. The resulting 100-year flowrate is 0.008 cfs.
PR:12 does not require WQCV and discharges to the ROW.
2.3.1 Proposed Basin PR:13
Proposed basin PR:13 is comprised of the lawn found at the in between the entrance to the southwest
building and the entrance to the central courtyard. The basin area totals 137 sf and is 0% impervious.
Based on a flow path of 18.2 feet at a slope of 1%, the time of concentration is 8.01 minutes. The result-
ing 100-year flowrate is 0.006 cfs.
PR:13 does not require WQCV and discharges to the ROW.
2.3.1 Proposed Basin PR:14
Proposed basin PR:14 is comprised of the lawn found at the in between the entrance to the southeast
building and the entrance to the central courtyard. The basin area totals 94 sf and is 0% impervious.
Based on a flow path of 9.3 feet at a slope of 1%, the time of concentration is 5.73 minutes. The resulting
100-year flowrate is 0.005 cfs.
PR:14 does not require WQCV and discharges to the ROW.
2.3.1 Proposed Basin PR:15
Proposed basin PR:15 is comprised of the lawn found at the eastern edge of the southeast building. The
basin area totals 170 sf and is 0% impervious. Based on a flow path of 33.2 feet at a slope of 1%, the
time of concentration is 10.18 minutes. The resulting 100-year flowrate is 0.006 cfs.
PR:15 does not require WQCV and discharges to the ROW.
2.3.1 Proposed Basin PR:16
Proposed basin PR:16 is comprised of the lawn found between the north and southeast buildings. The ba-
sin area totals 507 sf and is 0% impervious. This basin also includes a pervious paver area which treats
many of the impervious areas. Based on a flow path of 40 feet at a slope of 1%, the time of concentration
is 10.22 minutes. The resulting 100-year flowrate is 0.019 cfs.
PR:16 does not require WQCV and discharges to the ROW.
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8
2.3.1 Proposed Basin PR:17
Proposed basin PR:17 is comprised of the 1-ft sidewalk encroachment found at the southern property
boundary. The basin area totals 60 sf and is 100% impervious. Based on a flow path of 0.5 feet at a slope
of 2%, the time of concentration is 5 minutes. The resulting 100-year flowrate is 0.008 cfs.
PR:17 does not require WQCV because it is a public improvement requirement due to the location of the
trees in the ROW. The sidewalk discharges to the ROW.
3. Stormwater BMPs and Routing
Low impact design has been utilized where possible to provide WQCV.
9 Principles
1. Consider stormwater quality needs early in the design process.
The architect and owner considered stormwater requirements early in the process.
2. Use the entire site when planning for stormwater quality treatment.
Where possible, overland conveyance was utilized to increase the time stromwater is in contact
with natural systems.
3. Avoid unnecessary impervious areas.
Impervious areas were reduced where acceptable to the owner and the design team and include
such BMPs and the green roof, pervious pavers and grass buffers.
4. Reduce runoff rates and volumes to more closely match natural conditions.
To the extent possible, impervious areas have been limited and onsite storage provided to reduce
discharge rates to as class to historical conditions as possible. Because the site is located in the
Aspen Mountain Basin, it is not required to reduce the discharge to historical flowrates.
5. Integrate stormwater quality management and flood control.
Through the use of onsite BMPs, stormwater quality management and flood control are integrated
in the project.
6. Develop stormwater quality facilities that enhance the site, the community and the environment.
The site, community and the environment are enhanced by reducing the amount of sediment and
other river pollutants conveyed to the stream system. Hopefully, the use of these stormwater
BMPs on this property and throughout the community will improve the water quality of the Roar-
ing Fork River and its tributaries.
7. Use a treatment train approach.
Where feasible, impervious areas are disconnected from the storm sewer with grass buffers, green
roofs and pervious pavers.
8. Design sustainable facilities that can be safely maintained.
The stormwater BMPs located onsite can be easily and safely maintained and are readily accessi-
ble.
9. Design and maintain facilities with public safely in mind.
Elevation drops to stormwater BMPs are minimal and designed with public safely in mind.
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9
3.1 General
Low impact design has been utilized where possible to provide WQCV. Inlets
• Inlet 1 and Inlet 2
o These inlets collect runoff from basin PR:5 which discharges 0.024 cfs or 10.77 gpm.
Each of the inlets provide 11.78 gpm or a total of 23.56 gpm. With a factor of safety of 2
applied, the two inlets provide a capacity of 11.78 gpm. The two inlets have the capacity
to adequately covey the tributary runoff.
• Inlet 3 and Inlet 4
o Inlets 3 and 4 collect runoff from basin PR:1B which discharges 0.020 cfs or 8.98 gpm.
Each inlet has a capacity of 11.78 gpm. With a factor of safety of 2 applied, the inlet pro-
vides a capacity of 11.78 gpm. The two inlets have the capacity to adequately covey the
tributary runoff.
• Inlet 5 and Inlet 6
o Inlets 5 and 6 collect runoff from basin PR:6 which discharges 0.008 cfs or 3.59 gpm.
Each inlet has a capacity of 11.78 gpm. With a factor of safety of 2 applied, the inlet pro-
vides a capacity of 11.78 gpm. The two inlets have the capacity to adequately covey the
tributary runoff.
• Inlet 7
o Inlet 7 is located under a roof, but is provided to collect nuisance drainage.
• Inlet 8
o Inlet 8 collects runoff from basin PR:8 which discharges 0.006 cfs or 2.69 gpm. The inlet
has a capacity of 11.78 gpm which when reduced by a factor of safety of 2 becomes 5.89
gpm. The inlet has adequate capacity to convey the tributary runoff.
3.1.1 Pipes
Pipes A, B and C are all 4” PVC pipes laid at a slope of 2% with a capacity of 0.261 cfs when flowing at
80%. As shown in in Table 3, the total tributary flowrate to the pipe network is 0.069 cfs. The pipe net-
work has adequate capacity to convey the tributary runoff.
Basin 100-
Year
Flowrate
(cfs)
PR:1A 0.011
PR:1B 0.020
PR:5 0.024
PR:6 0.008
PR:8 0.006
Total 0.069
Table 3. Pipe A, B and C tributary areas
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10
Porous Gravel
A porous gravel strip totaling 408 sf of area will provide retention volume for the 910 sf of road area de-
scribed by Proposed Basin OS-1. Overall the porous gravel will provide 238 cf of storage in the void
spaces (7in X 1in / 12 ft X 408 sf X 0.25). The 910 sf area develops 58 cf of runoff during the 10-year
event (0.77 in X 1 in / 12 ft X 910 sf). The porous gravel has adequate capacity to retain the 10-year
event.
3.2 Operation and Maintenance
The following maintenance recommendations for pervious paver systems can be found in Table 8.9 of the
URMP.
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Appendidx A--NRCS Soils Report
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United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Aspen-Gypsum Area,
Colorado, Parts of Eagle,
Garfield, and Pitkin
Counties
Natural
Resources
Conservation
Service
February 6, 2019Page 41 of 76
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Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2Page 42 of 76
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alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
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Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................11
Map Unit Descriptions.........................................................................................11
Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin
Counties...................................................................................................13
107—Uracca, moist-Mergel complex, 1 to 6 percent slopes, extremely s..13
References............................................................................................................15
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How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5Page 45 of 76
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scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
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identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
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Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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9
Custom Soil Resource Report
Soil Map
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342434 342440 342446 342452 342458 342464
342428 342434 342440 342446 342452 342458 342464
39° 11' 31'' N
10
6
°
4
9
'
2
8
'
'
W
39° 11' 31'' N
10
6
°
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39° 11' 30'' N
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°
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39° 11' 30'' N
10
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°
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W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 10 20 40 60
Feet
0 3 7 14 21
Meters
Map Scale: 1:239 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
Page 49 of 76
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MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of
Eagle, Garfield, and Pitkin Counties
Survey Area Data: Version 9, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Data not available.
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
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Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
107 Uracca, moist-Mergel complex,
1 to 6 percent slopes,
extremely s
0.2 100.0%
Totals for Area of Interest 0.2 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
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onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
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Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin
Counties
107—Uracca, moist-Mergel complex, 1 to 6 percent slopes, extremely s
Map Unit Setting
National map unit symbol: jq4g
Elevation: 6,800 to 8,400 feet
Mean annual precipitation: 16 to 19 inches
Mean annual air temperature: 40 to 43 degrees F
Frost-free period: 75 to 95 days
Farmland classification: Not prime farmland
Map Unit Composition
Uracca, moist, and similar soils: 50 percent
Mergel and similar soils: 40 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Uracca, Moist
Setting
Landform: Alluvial fans, structural benches, valley sides
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Mixed alluvium derived from igneous and metamorphic rock
Typical profile
H1 - 0 to 8 inches: cobbly sandy loam
H2 - 8 to 15 inches: very cobbly sandy clay loam
H3 - 15 to 60 inches: extremely cobbly loamy sand
Properties and qualities
Slope: 1 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 10 percent
Available water storage in profile: Very low (about 2.6 inches)
Interpretive groups
Land capability classification (irrigated): 6s
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: B
Ecological site: Stony Loam (R048AY237CO)
Other vegetative classification: Stony Loam (null_82)
Hydric soil rating: No
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Description of Mergel
Setting
Landform: Alluvial fans, structural benches, valley sides
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Glacial outwash
Typical profile
H1 - 0 to 8 inches: cobbly loam
H2 - 8 to 20 inches: very cobbly sandy loam
H3 - 20 to 60 inches: extremely stony sandy loam
Properties and qualities
Slope: 1 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.60 to 6.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 10 percent
Available water storage in profile: Low (about 3.3 inches)
Interpretive groups
Land capability classification (irrigated): 4s
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: A
Ecological site: Stony Loam (R048AY237CO)
Other vegetative classification: Stony Loam (null_82)
Hydric soil rating: No
Minor Components
Other soils
Percent of map unit: 10 percent
Hydric soil rating: No
Custom Soil Resource Report
14Page 54 of 76
07/29/2019
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
15Page 55 of 76
07/29/2019
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
16Page 56 of 76
07/29/2019
2
Appendix B--FEMA FIRM Map
Page 57 of 76
07/29/2019
Page 58 of 76
07/29/2019
3
Appendix C--Plan Set
Page 59 of 76
07/29/2019
1/30/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
N
G
L
O
U
I
S
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,
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C
21
0
W
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A
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.
,
AS
P
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,
C
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
DETAILS
C501
1/11/20182/6/2018
Page 60 of 76
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1/30/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
N
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21
0
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A
I
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.
,
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
WATER DEPT
DETAILS
C502
1/11/20182/6/2018
Page 61 of 76
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Silt Fence (SF)SC-1
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SF-3
Concrete Washout Area (CWA)MM-1
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
CWA-3
SC-1 Silt Fence (SF)
SF-4 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
MM-1 Concrete Washout Area (CWA)
CWA-4 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
1/30/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
N
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21
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A
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.
,
AS
P
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,
C
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
EROSION SED.
CONTROL DETAILS 1
C503
1/11/20182/6/2018
Page 62 of 76
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Vehicle Tracking Control (VTC)SM-4
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
VTC-3
Vehicle Tracking Control (VTC)SM-4
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
VTC-5
SM-4 Vehicle Tracking Control (VTC)
VTC-4 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
SM-4 Vehicle Tracking Control (VTC)
VTC-6 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010
1/30/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
N
G
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L
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21
0
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A
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N
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T
.
,
AS
P
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,
C
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
C504
EROSION SED.
CONTROL DETAILS 2
1/11/20182/6/2018
Page 63 of 76
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TRANS-
FORME
R
REPLACE CURB
& GUTTER
EX T
R
E
E
T
O
R
E
M
A
I
N
15.1"
D
I
A
M
30' D
R
I
P
WAT
E
R
M
A
I
N
EX
W
A
T
E
R
SE
R
V
I
C
E
WATER MAIN & SERVICE
NOT SURVEYED
ABANDON EXISTING TAP PER COA WATER DEPT
STANDARDS.
NEW 2" TYPE K COPPER SERVICE MINIMUM
DISTANCE 18" FROM EXISTING TAP
REPLACE ASPHALT AT LOCATION OF
CONCRETE PATCH. REPLACE
ASPHALT A MINIMUM 2' OFF GUTTER.
REPLACE ASPHALT OVER WATER
SERVICE TRENCH.
ADJA
C
E
N
T
CUR
B
C
U
T
&
SIDE
W
A
L
K
T
O
REM
A
I
N
.
ADJA
C
E
N
T
S
I
D
E
W
A
L
K
TO R
E
M
A
I
N
.
G
P
C
SEWER: ABANDON EXISTING SERVICE.
INSTALL NEW SERVICE PER ASPEN SAN. DIST. STANDARDS.
GAS: NEW SERVICE FROM ALLEY.
PHONE & CABLE: PROVIDE NEW PEDESTALS ONSITE.
ELECTRIC: ABANDON EXISTING DIRECT BURY.
PULL NEW CABLE FROM EXISTING TRANSFORMER.
GREE
N
R
O
O
F
GREE
N
R
O
O
F
GREE
N
R
O
O
F
PARK
I
N
G
AREA
S
PERV
I
O
U
S
PAVE
R
S
MAIN
S
T
.
ROW
=
1
0
0
'
NEW
T
R
E
E
REPLACE SIDEWALK. SOUTH EDGE AT EXISTING PLANTED
EDGE. NORTH EDGE ENCROACHES APPROX. 1' ONTO
PROPERTY. MINIMUM WIDTH 6'. MAX SLOPE=2% DO NOT
DISTURB EXISTING PLANTED AREA ALONG SOUTHERN EDGE.
REMOVE CURB CUT & REVEGETATE
PERVIOUS PATIO AREA=90 SF
CIRCULATION PIPED INTO
SUBSTRATE 420 SF / 90 SF=4.67:1
E
TRACKING PAD
MINIMUM
10' WIDTH
5' LENGTH
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
CONCRETE TREATED
BY PATIO PERVIOUS
PAVERS
CONCRETE TREATED
BY GRASS BUFFER
OR PAVERS
NEW SIDEWALK
NEW CURB AND
GUTTER
NEW ASPHALT
EXISTING ASPHALT
TO REMAIN
PERVIOUS PAVERS
GREEN ROOF
EELECTRIC METER
GGAS METER
CCABLE PEDESTAL
PPHONE PEDESTAL
2/6/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
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21
0
W
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S
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.
,
A
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P
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,
C
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
UTILITIES
C600
1/11/20182/6/2018
Page 64 of 76
07/29/2019
REPLACE CURB
& GUTTER
EX T
R
E
E
T
O
R
E
M
A
I
N
15.1"
D
I
A
M
30' D
R
I
P
REPLACE ASPHALT AT LOCATION OF
CONCRETE PATCH. REPLACE
ASPHALT A MINIMUM 2' OFF GUTTER.
REPLACE ASPHALT OVER WATER
SERVICE TRENCH.
ADJA
C
E
N
T
CURB
C
U
T
&
SIDE
W
A
L
K
T
O
REM
A
I
N
.
ADJA
C
E
N
T
S
I
D
E
W
A
L
K
TO R
E
M
A
I
N
.
GREE
N
R
O
O
F
GREE
N
R
O
O
F
GREE
N
R
O
O
F
PARK
I
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G
AREA
S
PERV
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O
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PAVE
R
S
MAIN
S
T
.
ROW
=
1
0
0
'
NEW
T
R
E
E
REPLACE SIDEWALK. SOUTH EDGE AT EXISTING PLANTED
EDGE. NORTH EDGE ENCROACHES APPROX. 1' ONTO
PROPERTY. MINIMUM WIDTH 6'. MAX SLOPE=2% DO NOT
DISTURB EXISTING PLANTED AREA ALONG SOUTHERN EDGE.
REMOVE CURB CUT & REVEGETATE
PERVIOUS PATIO AREA=90 SF
CIRCULATION PIPED INTO
SUBSTRATE 420 SF / 90 SF=4.67:1
TRACKING PAD
MINIMUM
10' WIDTH
5' LENGTH
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
FOUNDATION DRYWELL
4-FT DIAMETER
CONCRETE TREATED
BY PATIO PERVIOUS
PAVERS
CONCRETE TREATED
BY GRASS BUFFER
OR PAVERS
NEW SIDEWALK
NEW CURB AND
GUTTER
NEW ASPHALT
EXISTING ASPHALT
TO REMAIN
PERVIOUS PAVERS
GREEN ROOF
EELECTRIC METER
GGAS METER
CCABLE PEDESTAL
PPHONE PEDESTAL
2/6/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
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2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
FOUNDATION
DRAINAGE PLAN
C700
1/11/20182/6/2018
Page 65 of 76
07/29/2019
REPLACE CURB
& GUTTER
EX T
R
E
E
T
O
R
E
M
A
I
N
15.1"
D
I
A
M
30' D
R
I
P
REPLACE ASPHALT AT LOCATION OF
CONCRETE PATCH. REPLACE
ASPHALT A MINIMUM 2' OFF GUTTER.
REPLACE ASPHALT OVER WATER
SERVICE TRENCH.
ADJA
C
E
N
T
CURB
C
U
T
&
SIDE
W
A
L
K
T
O
REM
A
I
N
.
ADJA
C
E
N
T
S
I
D
E
W
A
L
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TO R
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A
I
N
.
GREE
N
R
O
O
F
GREE
N
R
O
O
F
GREE
N
R
O
O
F
PARK
I
N
G
AREA
S
PERV
I
O
U
S
PAVE
R
S
MAIN
S
T
.
ROW
=
1
0
0
'
NEW
T
R
E
E
REPLACE SIDEWALK. SOUTH EDGE AT EXISTING PLANTED
EDGE. NORTH EDGE ENCROACHES APPROX. 1' ONTO
PROPERTY. MINIMUM WIDTH 6'. MAX SLOPE=2% DO NOT
DISTURB EXISTING PLANTED AREA ALONG SOUTHERN EDGE.
REMOVE CURB CUT & REVEGETATE
PERVIOUS PATIO AREA=90 SF
CIRCULATION PIPED INTO
SUBSTRATE 420 SF / 90 SF=4.67:1
TRACKING PAD
MINIMUM
10' WIDTH
5' LENGTH
GATE
CONC.
WASHOUT
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
DISCHARGE ROOF DRAIN TO
GRADE
CONCRETE TREATED
BY PATIO PERVIOUS
PAVERS
CONCRETE TREATED
BY GRASS BUFFER
OR PAVERS
NEW SIDEWALK
NEW CURB AND
GUTTER
NEW ASPHALT
EXISTING ASPHALT
TO REMAIN
PERVIOUS PAVERS
GREEN ROOF
EELECTRIC METER
GGAS METER
CCABLE PEDESTAL
PPHONE PEDESTAL
2/6/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
KI
N
G
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21
0
W
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A
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.
,
A
S
P
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N
,
C
O
2/6/2019 BUILDING PERMIT
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
0 5 10 20 40
Scale: 1" = 10'
N
N
EROSION SEDIMENT
CONTROL PLAN
C800
1/11/20182/6/2018
Page 66 of 76
07/29/2019
4
Appendix D--Hydrologic Calculations
Page 67 of 76
07/29/2019
BASIN NO.TOTAL BASIN
AREA (SF)
IMPERVIOUS
AREA (SF)
TOTAL BASIN
AREA (ACRES)
IMPERVIOUS
AREA (ACRES)
%
IMPERVIOUS
RUNOFF
COEF. 5YR
RUNOFF
COEF. 10YR
RUNOFF
COEF. 100YR
FLOW PATH
LENGTH (FT)
FLOW PATH
SLOPE (FT/FT)
Tc (Computed)
(min)
Tc (Regional)
(min)Tc (min)Intensity (5yr)
(in/hr)
Intensity (10yr)
(in/hr)
Intensity (100yr)
(in/hr)
PEAK FLOW
5YR (CFS)
PEAK FLOW
10YR (CFS)
PEAK FLOW
100YR (CFS)
EX:1 6,000.00 0.00 0.138 0.000 0% 0.06 0.15 0.35
104.40 0.0038 26.33 10.5800 10.5800 2.3597 2.8390 4.5350
0.020 0.059 0.219
Total 6,000 0 0.138 0.000 0%- - - -0.020 0.059 0.219
Page 68 of 76
07/29/2019
BASIN NO.TOTAL BASIN
AREA (SF)
IMPERVIOUS
AREA (SF)
TOTAL BASIN
AREA (ACRES)
IMPERVIOUS
AREA (ACRES)
%
IMPERVIOUS
RUNOFF
COEF. 5YR
RUNOFF
COEF. 10YR
RUNOFF
COEF. 100YR
FLOW PATH
LENGTH (FT)
FLOW PATH
SLOPE (FT/FT)
Tc (Computed)
(min)
Tc (Regional)
(min)Tc (min)Intensity (5yr)
(in/hr)
Intensity (10yr)
(in/hr)
Intensity (100yr)
(in/hr)
PEAK FLOW
5YR (CFS)
PEAK FLOW
10YR (CFS)
PEAK FLOW
100YR (CFS)
PR:1A 79.17 79.17 0.002 0.002 100% 0.90 0.92 0.96
9.50 0.0200 0.91 10.0528 5.0000 3.2911 3.9596 6.3251
0.005 0.007 0.011
PR:1B 141.48 141.48 0.003 0.003 100% 0.90 0.92 0.96
11.20 0.0200 0.98 10.0622 5.0000 3.2911 3.9596 6.3251
0.010 0.012 0.020
PR:2A 985.65 218.26 0.023 0.005 22% 0.22 0.30 0.46
23.40 0.0100 7.66 10.1300 7.6552 2.7726 3.3357 5.3285
0.014 0.022 0.055
PR:2B 630.21 174.22 0.014 0.004 28% 0.25 0.32 0.47
17.50 0.0100 6.43 10.0972 6.4317 2.9902 3.5975 5.7467
0.011 0.017 0.039
PR:3 2,065.31 321.28 0.047 0.007 16% 0.20 0.27 0.44
32.80 0.0100 9.34 10.1822 9.3368 2.5195 3.0313 4.8422
0.024 0.039 0.101
PR:4 515.75 0.00 0.012 0.000 0% 0.06 0.15 0.35
3.60 0.0200 2.83 10.0200 5.0000 3.2911 3.9596 6.3251
0.002 0.007 0.026
PR:5 175.50 175.50 0.004 0.004 100% 0.90 0.92 0.96
14.50 0.0200 1.12 10.0806 5.0000 3.2911 3.9596 6.3251
0.012 0.015 0.024
PR:6 58.42 58.42 0.001 0.001 100% 0.90 0.92 0.96
10.81 0.0200 0.97 10.0601 5.0000 3.2911 3.9596 6.3251
0.004 0.005 0.008
PR:7 30.66 30.66 0.001 0.001 100% 0.90 0.92 0.96
8.10 0.0200 0.84 10.0450 5.0000 3.2911 3.9596 6.3251
0.002 0.003 0.004
PR:8 40.73 40.73 0.001 0.001 100% 0.90 0.92 0.96
8.20 0.0200 0.84 10.0456 5.0000 3.2911 3.9596 6.3251
0.003 0.003 0.006
PR:9 39.05 39.05 0.001 0.001 100% 0.90 0.92 0.96
4.10 0.0200 0.59 10.0228 5.0000 3.2911 3.9596 6.3251
0.003 0.003 0.005
PR:10 20.25 20.25 0.000 0.000 100% 0.90 0.92 0.96
5.40 0.0200 0.68 10.0300 5.0000 3.2911 3.9596 6.3251
0.001 0.002 0.003
PR:11 23.63 23.63 0.001 0.001 100% 0.90 0.92 0.96
4.90 0.0200 0.65 10.0272 5.0000 3.2911 3.9596 6.3251
0.002 0.002 0.003
PR:12 226.17 0.00 0.005 0.000 0% 0.06 0.15 0.35
49.60 0.0100 13.22 10.2756 10.2756 2.3969 2.8838 4.6066
0.001 0.002 0.008
PR:13 136.79 0.00 0.003 0.000 0% 0.06 0.15 0.35
18.20 0.0100 8.01 10.1011 8.0106 2.7150 3.2665 5.2180
0.001 0.002 0.006
PR:14 94.31 0.00 0.002 0.000 0% 0.06 0.15 0.35
9.30 0.0100 5.73 10.0517 5.7263 3.1314 3.7675 6.0182
0.000 0.001 0.005
PR:15 170.18 0.00 0.004 0.000 0% 0.06 0.15 0.35
33.20 0.0100 10.82 10.1844 10.1844 2.4083 2.8975 4.6285
0.001 0.002 0.006
PR:16 506.65 0.00 0.012 0.000 0% 0.06 0.15 0.35
40.00 0.0100 11.88 10.2222 10.2222 2.4036 2.8918 4.6194
0.002 0.005 0.019
PR:17 59.64 59.64 0.001 0.001 100% 0.90 0.92 0.96
0.50 0.0200 0.21 10.0028 5.0000 3.2911 3.9596 6.3251
0.004 0.005 0.008
Page 69 of 76
07/29/2019
5
Appendix E--Hydraulic Calculations
Page 70 of 76
07/29/2019
Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Tuesday, Feb 5 2019
4 in PVC @ 1%
Circular
Diameter (ft) = 0.33
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.009
Calculations
Compute by: Q vs Depth
No. Increments = 10
Highlighted
Depth (ft) = 0.26
Q (cfs) = 0.261
Area (sqft) = 0.07
Velocity (ft/s) = 3.56
Wetted Perim (ft) = 0.73
Crit Depth, Yc (ft) = 0.29
Top Width (ft) = 0.26
EGL (ft) = 0.46
0 1
Elev (ft)Section
99.75
100.00
100.25
100.50
100.75
101.00
Reach (ft)
Page 71 of 76
07/29/2019
May 14, 2019
Theodore K Guy Associates PC
225 N Mill St #111
Aspen, CO 81611
Attention: Theodore "Ted" Guy
(970) 379-0967
Subject: Temporary Sound Control Proposal (Rev1)
Reference: King Louise
Aspen, CO
Dear Mr. Guy,
As a follow-up to our conversation concerning temporary sound control, we have
prepared the following REVISED rental cost proposal including rental rate for product based on a
minimum rental period. General product information is included below as Attachment ”1”.
Proposed Product: E812 STC-25 Portable Panels – 14 Panels
(details to follow)
More information on our complete line of products and services can be found on our websites at
www.environmental-noise-control.com and www.drillingnoisecontrol.com.
Please do not hesitate to contact us with any additional questions or concerns.
Very truly yours,
Tom Carter
Rocky Mountain Senior Account Manager
Email: tcarter@baenc.com
Cell: (970) 314-3915
Office: (970) 805-0213
PROPOSAL ACCEPTANCE
If approved, please complete this
section and return via email to
tcarter@baenc.com.
Approved by:
__________________________
PO or AFE #:
__________________________
Date:
__________________________
Appendix H
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Page 2
Acoustical Materials Description
E812 STC-25 Portable Panels
E812 panels portable sound mitigation, which are designed to be utilized in applications where it is
impractical or uneconomical to erect a standard temporary sound wall. BAENC E812 Portable Acoustic
Panel System provides the sound mitigation benefits of our ENC STC-25 Acoustic Blankets with the
versatility and portability of a lightweight free-standing steel support frame. Each panel is 8' x 12' (width
x height) and in standard construction includes frame, blanket, support legs and angle braces. Freestanding
portable panels are not designed for high wind conditions and may require additional support to meet wind
loading requirements.
Rental Cost Proposal
E812 STC-25 Portable Panels
Rental of E812 STC-25 Portable Panels – Qty. 14 Panels @ $9.00 /Panel /Day: $126.00 /Day
Proposal Notes:
1. Payment terms NET 30 days unless otherwise specified.
2. Prices do not include applicable sales taxes or permit fees.
3. To process order please supply AFE# or Purchase Order# with proposal signoff.
4. Quotation is valid for 30 days.
5. Customer agrees that subscription service charges necessary for timely payment of invoices may be subject to a change
order and will be billed back to the customer.
6. BAENC reserves the right to invoice for any changes in a project’s scope of work.
7. Line items will be billed to customer as completed.
8. BAENC reserves the right to charge for any damaged or stolen material while on the client’s site.
9. Customer agrees that there will be no retainage on any BAENC invoice for any reason.
10. Permit(s), if required, to be obtained by others.
11. Rental Rates based on 60-day minimum rental commitment.
12. BAENC will not be liable for any damaged property of Theodore K Guy Associates PC, caused by the installation, use,
removal or handling of our sound mitigation system.
13. Repair or replacement of material damaged by the customer during installation, moved from location-to-location, removal
or return to BAENC will be billed back to the customer at our standard product repair or replacement rates.
14. Quotation does not include site specific Engineering calculation submittal.
15. Freestanding BAENC acoustical panels are not wind rated. Site specific wind loading engineering calculations are
recommended when installing acoustical panels.
16. Freestanding Acoustic Panels are not designed for installation in high wind conditions without additional structural
support. Always Follow installation instructions.
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Page 3
Attachment “1”
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Attachment “1” (continued)
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Terms and Conditions for Rental Services
The Lessor hereby rents to the Customer sound control systems, including but not limited to, sound walls, blankets, enclosures, equipment,
sound measurement and monitoring instrumentation systems, and accessories described in the proposal, which are subject to the provisions
of this Agreement. “Customer” refers to the company renting from Lessor, Behrens and Associates, Inc., dba Environmental Noise Control
(“BAENC”) and any other person or organization to which charges are billed: his employer, partner, or representative all of whom shall be
jointly and severally liable hereunder.
The above referenced equipment is the property of Lessor, except as otherwise provided herein, and shall be returned or released by the
Customer in the same condition as received, excluding ordinary wear and tear, on the day specified or sooner upon Lessor's demand.
The equipment shall be a used solely in Customer's business and be kept only at its place of business or job site and shall not be moved
without prior written consent of Lessor. The Customer shall call the Lessor when it is ready to return the equipment. The customer shall be
responsible for securing equipment from loss, theft, and/or damage until picked up by the Lessor.
With respect to equipment or any other rentals, all loss, or damage thereto, from any cause whatsoever while in the Customer’s care, custody
and control, whether or not due to the fault of the Customer, including but not limited to fire, flood, winds with speeds above the International
Building Code standards, theft, comprehensive losses and Acts of God, shall be the sole responsibility of the customer and shall be charged
back to the customer and paid to Lessor promptly upon receipt.
Quoted prices are based on the location being ready on the specified day; that the customer has on-site security to protect equipment and material
and the customer’s site management has been briefed on the noise mitigation installation process. Rent is based on a minimum of 30 days.
This quote presumes the installer will be able to augur pier holes in penetrable soil, with no underground or overhead obstructions. If rock
drilling, Hydro-Excavation, or any other special installation techniques are required there will be additional charges of the direct cost plus
30%. If the customer requires our crew to work overtime the overtime cost will be charged back to the customer at cost plus 30%. Delays,
worker waiting time or changes to the original structure quoted, not within the installer’s purview, will be billed back to the customer, i.e.
wall additions or changes requiring additional auguring, transportation costs and labor costs.
A minimum of seven (7) calendar days is required prior to mobilizing on site. Requests to mobilize outside of the required time period, may
result in additional costs.
Lessor will in no event have liabilities for damages as a result of supplying equipment or its use of the same or furnishing of any service
hereunder. Customer shall furnish underground utility locations or pay for underground utility locations provided by Lessor. Lessor is
not responsible for any loss or damage caused by installation of equipment after underground utility locations have been identified and work
is completed within a reasonable time thereafter whether caused in whole or in part by the negligence or fault of BAENC.
In the event of a loss, theft, or damage to equipment, Customer agrees to notify Lessor immediately by telephone and thereafter to promptly
report in writing to Lessor and the public authorities (where required by law or by Lessor) all information relating thereto. Customer shall
cause its agents and employees to give the Lessor and public authorities full access of information and assistance in the investigation and
prosecution of any matter resulting from said loss, theft, or damage.
The Customer will indemnify, save harmless and defend BAENC, its employees and contractors, all liability and expense for loss, damage,
death or injury to person or property in any manner arising from, or is incident to, the use of this equipment regardless of whether caused in
whole or in part by the negligence or fault of BAENC.
Customer will maintain a commercial or comprehensive general liability insurance including but not limited to premises operations,
products/completed operations, contractual liability and independent contractors and personal injury. Such policy shall name Lessor as
additional insured with respect to premises operations and completed operations and be primary and non-contributing with any insurance
maintained by Lessor.
Any failure of performance by Lessor which is due to a cause beyond Lessor’s control, including, but not limited to, acts of civil or military
authority, Acts of God, labor difficulties, and failure of transportation, shall not be deemed a default by Lessor. Should Customer fail to pay
any invoice to Lessor or in accordance with the terms of the Lessor’s invoice, customer shall pay to Lessor, interest on such delinquent
payment until paid at the lesser of 10% or the maximum rate allowable by the laws of the jurisdiction in which Lessor’s branch office renting
the equipment, is located.
In addition to the rental payments called for in the proposal to furnish equipment, the Customer shall pay all taxes or impositions of any
nature or kind imposed upon this transaction, (excluding only state and federal income taxes of BAENC) including but not limited to sales
or use taxes, real property taxes or assessments, personal property taxes or assessments, and fixture or inventory taxes, regardless of how
denominated or computed, regardless of the party upon whom the taxes are imposed, and irrespective of the timing or frequency of such
assessments. Customer shall pay such amounts prior to delinquency upon receipt of a notice from the taxing authority or within ten (10) days
of receipt of a notice from BAENC. The Customer shall also pay any interest or penalties assessed or imposed with respect to any tax or
assessment which is not timely satisfied unless the cause of the default or delinquency giving rise to the interest or penalty is the failure of
BAENC to provide timely notice to Customer.
Customer agrees that subscription service charges necessary for timely payment of invoices may be subject to a change order and billed back
to the customer, to the extent permitted by applicable law, Customer hereby waives any and all rights and remedies granted to customer by
article 2A of the Uniform Commercial Code.
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