HomeMy WebLinkAboutApplication.ACES.100 Puppy Smith St.20210428Introduction
ACES is seeking a stream margin review exemption for the construction of structures for
drainage, flood control or water diversion and bank stabilization. As per the exemption we are
complying with the stream margin review standards to the extent practical as detailed below.
We are unable to comply with section 3 as vegetation will need to be removed to access the
Hallam Lake earthen berm.
Project Description
The earthen berm that creates Hallam Lake was originally constructed in the 1880s by miners.
At that time Hallam Lake was used for recreation,fisheries, and ice production. In the late
1980’s a repair of the berm was attempted. This work was partially successful but the
contractor was not able to access the back portion of the berm. That area is now beginning to
falil with many sections at water level and less than one foot thick. This project aims to repair
the berm and replace the outflow structure. To do this we will be draining Hallam Lake and
mobilizing heavy machinery to the lake. While none of the actual project is within the stream
margin review boundary the access for machinery to the lake is.
Collaboration with City Departments
ACES is actively in collaboration and consultation with the City of Aspen Engineering
Department through Stormwater Manager April Long as well as with the City of Aspen Parks
Department through Open Space and Natural Resource Manager John Speiss. ACES is working
with the Parks Department to develop a replanting and tree removal plan based on the specific
needs of the nature preserve and the project. The Engineering Department has been kept
abreast of all developments and is not requiring a study demonstrating the impacts of
proposed work on the base flood elevation.
For ease all of the items on the application checklist are numbered and detailed below. If they
are fulfilled in another document the document is also numbered appropriately.
1.Completed Land Use Application and signed Fee Agreement.
See 1-Land-Use-Application-Packet.pdf
2.Pre-application Conference Summary (this document).
See 2-ACES_Hallam Lake Dam Replacement_Stream Margin Review.pdf
3.Street address and legal description of the parcel on which development is proposed
to occur, consisting of a current (no older than 6 months) certificate from a title
insurance company, an ownership and encumbrance report,or attorney licensed to
practice in the State of Colorado, listing the names of all owners of the property, and all
mortgages, judgments, liens, easements, contracts and agreements affecting the
parcel, and demonstrating the owner’s right to apply for the Development Application.
The purpose of this requirement is to show that the Applicant has the authority to
apply for a Land Use Case.
See 3-62012593_Property_Report.pdf
4.Applicant’s name, address and telephone number in a letter signed by the applicant
that states the name, address and telephone number of the representative authorized
to act on behalf of the applicant.
The applicant is representing themselves.
5.A site improvement survey (no older than a year from submittal) including topography,
existing structures, and vegetation showing the current status of the parcel certified by
a registered land surveyor by licensed in the State of Colorado. This survey also is
required to depict the 100-year flood plain, the high-water mark of the roaring fork
river, top of slope, building envelopes, and any ditch easement that cross the property.
See 5-ACES Hallam Lake Site Improvement Survey.pdf
6.A written and visual description of the proposal and response to how the proposed
development complies with the review standards relevant to the development
application Section 26.435.040.C Stream Margin Review
See above project description, for visual description see See 7-site plan.pdf, for compliance
with review standards see 6-Stream Margin Review Compliance.pdf
7.Site plan and site section depicting the proposed scope of work.
See 7-site plan.pdf
8.A landscaping plan showing all vegetation to be removed and the replanting plan.
See 8-vegetation plan for visual details. This sheet was adapted from another submission for a
different project. The trees being removed for that project are bolded and hashed as depicted
in the sheet legend but they are outside of the stream margin review area and are not
included in the list of vegetation being removed for this project. Trees being removed for the
proposed project are marked in red, trees that will have their dripline being impacted are
marked in blue. The only tree within the stream margin review area that will be impacted by
both projects is tree number 38. For clarity I’ve included it in the list of trees to be removed
below. ACES is currently working closely with City of Aspen Parks and Open Space staff to
determine a comprehensive mitigation plan for both this project as well as the previous
submittal.
Tree Number Tree Species Tree Diameter Dripline Value
17 Cottonwood 24 100 $20,347.20
19 Cottonwood 12 28 $5,086.80
20 Spruce 4 6 $565.20
21 Cottonwood 8 16 $2,260.80
22 Cottonwood 14 20 $6,923.70
23 Cottonwood 20 100 $14,130.00
24 Cottonwood 22 40 $17,097.30
25 Cottonwood 22 40 $17,097.30
26 Cottonwood 30 44 $31,792.50
27 Cottonwood 6 12 $1,271.70
38 Spruce 8 12 $2,260.80
Total $118,833.30
9.HOA Compliance form (Attached to Application)
See 1-Land-Use-Application-Packet.pdf
10.Proof of current 501(c)3 status.
See 10-501c3 letter.pdf
11.All approvals and permits required by State and Federal Review Agencies with purview
of the project.
Approvals required by State and Federal Review Agencies are detailed in 6a-Stream Margin
Review Narrative.pdf. The necessary permits applications are currently in review. While
approvals are not yet in hand we are hoping to begin the Stream Margin Review process prior
to receiving approvals.
12.An engineering study demonstrating the impacts of the proposed scope of work on the
base flood elevation. The plan must be stamped and signed by an Engineer.
We have been advised by April Long Stormwater Manager in the City of Aspen Engineering
department that the proposed project does not require a stamped study on the impacts of
base flood elevation.
13.Proof written notice has been provided to the Colorado Water Conservation Board
prior to the alteration of the water course and proof that notice was submitted to the
Federal Emergency Management Agency.
No water course is being altered and therefore notice is not warranted.
14.The site plan shall depict all existing and proposed wetlands and riparian zones.
Document See 7-site plan.pdf depicts existing and proposed wetlands and riparian zones
None of the area we will be using for access within the stream margin review boundary is
mapped wetland or riparian..
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020
COMMUNITY DEVELOPMENT DEPARTMENT
GENERAL LAND USE PACKET
Attached is an Application for review of Development that requires Land Use Review pursuant to
The City of Aspen Land Use Code: Included in this package are the following attachments:
1.Development Application Fee Policy, Fee Schedule and Agreement
to Pay Application Fees Form
2.Land Use Application Form
3.Dimensional Requirements Form (if required)
4.HOA Compliance Form
5.Development Review Procedure
All applications are reviewed based on the criteria established in Title 26 of the Aspen Municipal Code. Title 26 of
the Aspen Municipal Code is available at the City Clerk’s Office on the second floor of City Hall and on the
internet at https://library.municode.com/co/aspen/codes/municipal_code.
We require all applicants to hold a Pre-Application Conference with a Planner in the Community Development
Department so that the requirements for submitting a complete application can be fully described. This
meeting can happen in person or by phone or email. Also, depending upon the complexity of the development
proposed, submitting one copy of the development application to the Case Planner to determine accuracy,
inefficiencies, or redundancies can reduce the overall cost of materials and staff time.
Please recognize that review of these materials does not substitute for a complete review of the Aspen Land Use
Regulations. While this application package attempts to summarize the key provisions of the Code as they apply
to your type of development, it cannot possibly replicate the detail or the scope of the Code. If you have
questions that are not answered by the materials in this package, we suggest that you contact the staff member
assigned to your case, contact Planner of the Day (970-429-2764/planneroftheday@gmail.com), or consult the
applicable sections of the Aspen Land Use Code.
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020
Land Use Review Fee Policy
The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is
collected for land use applications based on the type of application submitted.
A flat fee is collected by Community Development for applications that normally take a minimal and predictable amount of staff
time to process. Review fees for other City Departments reviewing the application (referral departments) also will be collected
when necessary. Flat fees are cumulative, i.e., an application with multiple flat fees must pay the sum of those flat fees. Flat fees
are not refundable.
A review fee deposit is collected by Community Development when more extensive staff time is required. Actual staff time spent
will be charged against the deposit. Various City staff also may charge their time spent on the case in addition to the Case
Planner. The deposit amount may be reduced if, in the opinion of the Community Development Department Director, the project
is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be
made during the pre-application conference by the Case Planner. Hourly billing shall still apply.
All applications must include an Agreement to Pay Application Fees. One payment including the deposit for Planning and referral
agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be
accepted for processing without the required fee(s).
The Community Development Department shall keep an accurate record of the actual time required to process a land use
application requiring a deposit. The City can provide a summary report of fees due at the applicant’s request. The applicant will
be billed for the additional costs incurred by the City when the processing of an application by the Community Development
Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be
billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than
provided for by the deposit, the Department shall refund the unused portion of the deposited fee to the applicant. Fees shall be
due regardless of whether an applicant receives approval.
Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of
approval documents shall be handled as individual cases for the purpose of billing. Upon conceptual approval, all billing shall be
reconciled, and past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall
require a new deposit at the rate in effect at the time of final submission. Upon final approval, all billing shall again be reconciled
prior to the Director accepting an application for review of technical documents for recordation.
The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more
days past due. Unpaid invoices of 90 days or more past due may be assessed a late fee of 1.75% per month. An unpaid invoice of
120 days or more may be subject to additional actions as may be assigned by the Municipal Court judge. All payment information
is public domain.
All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City
will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, any unpaid invoice
of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is
made.
The property owner of record is the party responsible for payment of all costs associated with a land use application for the
property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract
purchaser) regarding payment of fees is solely between those private parties.
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020
Agreement to Pay Application Fees
An agreement between the City of Aspen (“City”) and
Address of Property:
Please type or print in all caps
Property Owner Name: Representative Name (if different from Property Owner):
Billing Name and Address - Send Bills to:
Contact info for billing: e-mail: Phone:
I understand that the City has adopted, via Ordinance No. 20, Series of 2020, review fees for Land Use applications, and
payment of these fees is a condition precedent to determining application completeness. I understand that as the property
owner, I am responsible for paying all fees for this development application.
For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees
are non-refundable.
$. flat fee for . $. flat fee for
$. flat fee for . $. flat fee for
For deposit cases only: The City and I understand that because of the size, nature, or scope of the proposed project, it is not
possible at this time to know the full extent or total costs involved in processing the application. I understand that additional
costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete
processing, review, and presentation of sufficient information to enable legally required findings to be made for project
consideration unless invoices are paid in full.
The City and I understand and agree that invoices sent by the City to the above listed billing address and not returned to the
City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an
invoice by the City for such services.
I have read, understood, and agree to the Land Use Review Fee Policy, including consequences for non-payment. I agree to
pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does
not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I
agree to pay additional monthly billings to the City to reimburse the City for processing my application at the hourly rates
hereinafter stated.
$ deposit for hours of Community Development Department staff time. Additional time
above the deposit amount will be billed at $325.00 per hour.
$ deposit for hours of Engineering Department staff time. Additional time above the
deposit amount will be billed at $325.00 per hour.
City of Aspen:
Phillip Supino, AICP
Community Development Director
City Use:
Fees Due: $ Received $
Case #
Signature:
PRINT Name:
Title:
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020
LAND USE APPLICATION
APPLICANT:
REPRESENTIVATIVE:
Description: Existing and Proposed Conditions
Review: Administrative or Board Review
Required Land Use Review(s):
Growth Management Quota System (GMQS) required fields:
Net Leasable square footage Lodge Pillows Free Market dwelling units
Affordable Housing dwelling units Essential Public Facility square footage
Have you included the following? FEES DUE: $
Pre-Application Conference Summary
Signed Fee Agreement
HOA Compliance form
All items listed in checklist on PreApplication Conference Summary
Name:
Address:
Phone#: email:
Address:
Phone #: email:
Name:
Project Name and Address:
Parcel ID # (REQUIRED)
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020
DIMENSIONAL REQUIREMENTS FORM
Complete only if required by the PreApplication checklist
Project and Location
Applicant:
Zone District: Gross Lot Area: Net Lot Area:
**Please refer to section 26.575.020 for information on how to calculate Net Lot Area
Please fill out all relevant dimensions
Single Family and Duplex Residential
1) Floor Area (square feet)
2) Maximum Height
3) Front Setback
4) Rear Setback
5) Side Setbacks
6) Combined Side Setbacks
7) % Site Coverage
Existing Allowed Proposed Multi-family Residential
1)Number of Units
2)Parcel Density (see 26.710.090.C.10)
3)FAR (Floor Area Ratio)
4)Floor Area (square feet)
Existing Allowed Proposed
8) Minimum distance between buildings
Proposed % of demolition
5) Maximum Height
6) Front Setback
7) Rear Setback
8) Side Setbacks
Proposed % of demolition
Commercial
Proposed Use(s)
Existing Allowed Proposed
1) FAR (Floor Area Ratio)
2) Floor Area (square feet)
3) Maximum Height
4) Off-Street Parking Spaces
5) Second Tier (square feet)
6) Pedestrian Amenity (square feet)
Proposed % of demolition
Existing non-conformities or encroachments:
Variations requested:
Lodge
Additional Use(s)
1)FAR (Floor Area Ratio)
2)Floor Area (square feet)
3)Maximum Height
4)Free Market Residential(square feet)
4)Front setback
5)Rear setback
6)Side setbacks
7)Off-Street Parking Spaces
8)Pedestrian Amenity (square feet)
Proposed % of demolition
Existing Allowed Proposed
April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
Homeowner Association Compliance Policy
All land use applications within the City of Aspen are required to include a Homeowner Association
Compliance Form (this form) certifying that the scope of work included in the land use application
complies with all applicable covenants and homeowner association policies. The certification must be
signed by the property owner or Attorney representing the property owner.
Property
Owner (“I”):
Name:
Email: Phone No.:
Address of
Property:
(subject of
application)
I certify as follows: (pick one)
□This property is not subject to a homeowner association or other form of private c ovenant.
□This property is subject to a homeowner association or private covenant, and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary.
□This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners a ssociation or covenant beneficiary.
I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the
applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I
understand that this document is a public document.
Owner signature: Date:
Owner printed name:
or,
Attorney signature: Date:
Attorney printed name:
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090
DEVELOPMENT REVIEW PROCEDURE
1.Attend pre-application conference. During this one-on-one meeting, staff will determine the review process
applies to your development proposal and will identify the materials necessary to review your application.
2.Submit Development Application. Based on your pre-application meeting, you should complete to the
application package and submit the requested number of copies of the complete application and the appropriate
processing fee to the Community Development Department.
3.Determination of Completeness. Within five (5) working days of the date of your submission, staff will review
the application and notify you in writing whether the application is complete or if additional materials are
required. Please be aware that the purpose of the completeness review is to determine whether or not the
information you have submitted is adequate to review the request, and not whether the information is sufficient
to obtain approval.
4.Staff Review of Development Application. Once your application is determined to be complete, it will be
reviewed by the staff for compliance with the applicable standards of the Code. During the staff review stage, the
application will be referred to other agencies for comments. The Planner assigned to your case or the agency may
contact you if additional information is needed or if problems are identified. Staff will draft a memo for signature
by the Community Development Director that explains whether your application complies with the Code, and will
list any conditions that should apply if the application is to be approved.
Final approval of any Development Application that amends a recorded document, such as a plat, agreement, or
deed restriction, will require the applicant to prepare an amended version of that document for review and
approval by staff. Staff will provide the applicant with the applicable contents for the revised plat. The City
Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you not
go to the trouble or expense of preparing these documents until the staff has determined that your application is
eligible for the requested amendment or exemption.
5. Board Review of Application. If a public hearing is required for the land use action that you are requesting, the
Planning staff will schedule a hearing date for the application upon determination that the application is complete.
The hearing(s) will be scheduled before the appropriate reviewing board(s). The applicant will be required to mail
notice (one copy provided by the Community Development Department) to property owners within 30 feet of the
subject property and post notice (sign available at the Community Development Department) of the public hearing
on the site at least fifteen (15) days prior to the hearing date. (Please see Attachment 6 for instructions.) The
Planning staff will publish notice of the hearing in the paper for land use requests that require publication.
The Planning staff will then formulate a recommendation on the land use request and draft a memo to the
reviewing board(s). Staff will supply the applicant with a copy of the Planning staff’s memo, approximately five (5)
days prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public
hearings include a presentation by the Planning staff, a presentation by the applicant (optional), consideration of
public comment, and the reviewing board’s questions and decision.
(Continued on next page)
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090
6.Issuance of Development Order. If the land use review is approved, then the Planning staff will issue a
Development Order, which allows the applicant to submit a building permit application.
7.Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may apply for a
building permit. During this time, your project will be examined for its compliance with the Uniform Building Code.
It also will be checked for compliance with applicable provisions of the Land Use Regulations that were not
reviewed in detail during the land use case review. (This might include a check of floor area ratios, setbacks,
parking, open space and the like). Impact fees for water, sewer, parks, and employee housing will be collected as
part of the permitting process. Any document required to be recorded, such as a plat, deed restriction, or
agreement, will be reviewed and recorded before a building permit application is submitted.
PRE-APPLICATION CONFERENCE SUMMARY (PRE-20-132)
PLANNER: Garrett Larimer, 970-319-6950, garrett.larimer@cityofaspen.com
DATE: November 16th, 2020
PROJECT LOCATION: Aspen Center for Environmental Studies, Hallam Lake
REPRESENTATIVE: Adam McCurdy, amccurdy@aspennature.org , 413.214.5211
REQUEST: Stream Margin Review
DESCRIPTION: The subject property contains Hallam Lake and is located within the Stream Margin
Review Area adjacent to the Roaring Fork River.
The existing earthen dam creating Hallam Lake is in need of replacement. In order to replace the dam,
heavy machinery will be used to excavate the dam material and redistribute the fill around the site. Hallam
Lake will be drained, and the dam replaced. After completion of the dam work Hallam Lake will be refilled
and the site will be revegetated. This site work will result in additional wetlands.
The proposed scope of work is subject to consideration and permitting requirements from State and
Federal review agencies. The application will need to show all necessary permits or approvals have been
received prior to Stream Margin Review Approval.
Referral reviews on project will be conducted as part of the Land Use Review by the City of Aspen
Engineering and Parks Department. The referral review and comments from these departments will be
important part of the Land Use Review process.
The application should include responses to Section 26.435.040.C – Stream Margin Review Standards.
ACES is a 501(c)3 Non-Profit and is exempt from all fees under $2,500. Proof of current status as a
501(c)3 must be included in the application to be eligible for this fee waiver.
RELEVANT LAND USE CODE SECTIONS:
Section Number Section Title
26.304 Common Development Review Procedures
26.435.040.C Stream Margin Review Standards
For your convenience – links to the Land Use Application and Land Use Code are below:
Land Use Application Land Use Code
REVIEW BY: Staff for complete application and administrative review
PUBLIC HEARING: No
PLANNING FEES: $1,300 for 4 hours of staff time
REFERRAL FEES: Engineering Department: $325/hour
Parks Department: $650 flat fee
TOTAL DEPOSIT: $0 (Pursuant to Section 26.104.070 – Land Use Application Fees,
all 501(c)3 Non-Profit Originations are eligible for a fee waiver of
all fees up to $2,500)
APPLICATION CHECKLIST:
(Please submit a digital copy of the application to the planner listed on the preapplication.)
Completed Land Use Application and signed Fee Agreement.
Pre-application Conference Summary (this document).
Street address and legal description of the parcel on which development is proposed to occur,
consisting of a current (no older than 6 months) certificate from a title insurance company, an
ownership and encumbrance report, or attorney licensed to practice in the State of Colorado,
listing the names of all owners of the property, and all mortgages, judgments, liens, easements,
contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply
for the Development Application. The purpose of this requirement is to show that the Applicant
has the authority to apply for a Land Use Case.
Applicant’s name, address and telephone number in a letter signed by the applicant that
states the name, address and telephone number of the representative authorized to act on
behalf of the applicant.
A site improvement survey (no older than a year from submittal) including topography,
existing structures, and vegetation showing the current status of the parcel certified by a
registered land surveyor by licensed in the State of Colorado. This survey also is required to
depict the 100-year flood plain, the high-water mark of the roaring fork river, top of slope,
building envelopes, and any ditch easement that cross the property.
A written and visual description of the proposal and response to how the proposed
development complies with the review standards relevant to the development application
Section 26.435.040.C Stream Margin Review
Site plan and site section depicting the proposed scope of work.
A landscaping plan showing all vegetation to be removed and the replanting plan.
HOA Compliance form (Attached to Application)
Proof of current 501(c)3 status.
All approvals and permits required by State and Federal Review Agencies with purview of the
project.
An engineering study demonstrating the impacts of the proposed scope of work on the base
flood elevation. The plan must be stamped and signed by an Engineer.
Proof written notice has been provided to the Colorado Water Conservation Board prior to the
alteration of the water course and proof that notice was submitted to the Federal Emergency
Management Agency.
The site plan shall depict all existing and proposed wetlands and riparian zones.
Disclaimer:
The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on
current zoning, which is subject to change in the future, and upon factual representations that may or may
not be accurate. The summary does not create a legal or vested right.
Land Title Guarantee Company
Customer Distribution
PREVENT FRAUD - Please remember to call a member of our closing team when
initiating a wire transfer or providing wiring instructions.
Order Number:BANA62012593 Date: 03/26/2021
Property Address:100 PUPPY SMITH ST, ASPEN, CO 81611
PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS
For Closing Assistance For Title Assistance
Land Title Roaring Fork Valley Title
Team
200 BASALT CENTER CIRCLE
BASALT, CO 81621
PO BOX 3440
(970) 927-0405 (Work)
(970) 925-0610 (Work Fax)
valleyresponse@ltgc.com
Buyer/Borrower
ASPEN CENTER FOR ENVIRONMENTAL STUDIES
Attention: ADAM MCCURDY
Delivered via: Electronic Mail
This Report is based on a limited search of the county real property records and provides the name(s) of the
vested owner(s), the legal description, tax information (taken from information provided by the county treasurer
on its website) and encumbrances, which, for the purposes of this report, means deed of trust and mortgages,
and liens recorded against the property and the owner(s) in the records of the clerk and recorder for the county
in which the subject is located. This Report does not constitute any form of warranty or guarantee of title or title
insurance. The liability of Land Title Guarantee Company is strictly limited to (1) the recipient of the Report, and
no other person, and (2) the amount paid for the report..
Lender:
ASPEN CENTER FOR ENVIRONMENTAL STUDIES
Effective Date:
03/12/2021 at 5:00 P.M.
Vesting:
ASPEN CENTER FOR ENVIRONMENTAL STUDIES, A COLORADO NON-PROFIT CORPORATION
Property Address:
100 PUPPY SMITH ST, ASPEN, CO 81611
Legal Description:
ASPEN CENTER FOR ENVIRONMENTAL STUDIES SPECIALLY PLANNED AREA FINAL DEVELOPMENT PLAN,
ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 26, 2010 IN PLAT BOOK 93 AT PAGE 1 AND
ACCORDING TO THE FIRST ADDENDUM RECORDED JULY 8, 2011 IN PLAT BOOK 97 AT PAGE 31.
COUNTY OF PITKIN,
STATE OF COLORADO
We find the following documents of record affecting subject property:
1.DEED RECORDED DECEMBER 30, 1969 IN BOOK 245 AT PAGE 481.
2.DEED RECORDED DECEMBER 30, 1970 IN BOOK 252 AT PAGE 784.
3.DEED RECORDED DECEMBER 31, 1973 IN BOOK 282 AT PAGE 979.
4.DEED RECORDED JUNE 09, 1975 IN BOOK 299 AT PAGE 597.
5.DEED RECORDED DECEMBER 20, 1983 IN BOOK 457 AT PAGE 661.
6.DEED RECORDED JANUARY 21, 1985 IN BOOK 480 AT PAGE 223.
7.DEED RECORDED DECEMBER 27, 1985 IN BOOK 502 AT PAGE 245.
8.DEED RECORDED DECEMBER 23, 1988 IN BOOK 581 AT PAGE 885.
9.QUIT CLAIM DEED RECORDED NOVEMBER 13, 1990 IN BOOK 633 AT PAGE 993.
10.DEED RECORDED DECEMBER 18, 1990 IN BOOK 636 AT PAGE 135.
11.QUIT CLAIM DEED RECORDED NOVEMBER 01, 1995 IN BOOK 798 AT PAGE 367.
12.QUIT CLAIM DEED RECORDED NOVEMBER 01, 1995 IN BOOK 798 AT PAGE 369.
Land Title Guarantee Company
Property Report
Order Number:BANA62012593
13.QUIT CLAIM DEED RECORDED NOVEMBER 01, 1995 IN BOOK 798 AT PAGE 371.
14.BARGAIN & SALE DEED RECORDED NOVEMBER 01, 1995 AS RECEPTION NO. 386966.
15.BARGAIN & SALE DEED RECORDED OCTOBER 19, 1999 UNDER RECEPTION NO. 436774.
***************** PROPERTY TAX INFORMATION **********************
Parcel No.: 273707300801
2020 Land Assessed Value $701,960.00
2020 Improvements Assessed Value $194,920.00
2020 real property taxes EXEMPT in the amount of $0.00.
****************************************************************
Land Title Guarantee Company
Property Report
Order Number:BANA62012593
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15
'
W
I
D
E
S
T
O
R
M
SE
W
E
R
E
A
S
E
M
E
N
T
QUARTER CORNER
FOUND BLM 3-1/4"
1954 BRASS CAP
SE
C
T
I
O
N
7
SE
C
T
I
O
N
1
2
1
2
3
4
5
6 7
8
9
10
11
1
2
1
3
14 15
16
17
18 19
20
21
22
23
24
25
26
27
28
2
9
30
31
32
3
3
34
35
3
6
3
7
3
8
3
9
4
0
4
1
4
2
4
3
44
45
46
47
4
8
49
50
51
5
2
53
54
55 56
5
7
58
5
9
6
0
6
1
62
63
64
65
C1
6
6
67
6
8
69
7
0
7
1
72
73
7
4
7
5
POINT OF
BEGINNING A
B
C
D
E F
G
H
I
J
K
L
N
O
P
Q
R
S
T
UV
W
X
Y
Z
AA
BB
CC
DD
EE
GG
M
FF
NORTH 1/16 CORNER
FOUND BLM 3-1/4" 1978
BRASS CAP
N0
0
°
5
9
'
0
2
"
E
1
2
9
3
.
1
2
'
BA
S
I
S
O
F
B
E
A
R
I
N
G
S
S2
3
°
3
2
'
3
8
"
W
6
3
3
.
7
9
'
DE
E
D
=
S
2
2
°
4
1
'
1
8
"
W
6
3
2
.
6
7
'
HUNTER C
R
E
E
K
SHED
DIRT PATH
(TYPICAL)
BOARD
WALK
HALLAM
LAKE
ROARING FORK
RIVER
PUPPY
R
O
A
D
S
M
I
T
H
SEE SHEET 3
IMPROVEMENT
AREA DETAIL
OBSERVATION
DECK
OBSERVATION
DECK
FOOT
BRIDGE
OBSERVATION
DECK
FOOT
BRIDGE
RETAINING WALL
APPARENT
ENCROACHMENT
RETAINING WALL
APPARENT
ENCROACHMENT
ROAR
I
N
G
F
O
R
K
D
R
I
V
E
WIER BOX
& PIPE
HEADWALL
& PIPE
HH
OBSERVATION
DECKS
CHAIN-LINK
PERIMETER FENCE
(TYPICAL)
OVERLAP AREA
AS SHOWN ON
ERDMAN PARTNERSHIP
LOT SPLIT PLAT
PLAT BOOK 25 PAGE 42
II
JJ
15'
T
R
A
I
L
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PLA
T
B
O
O
K
5
P
A
G
E
7
0
TRUEMAN NEIGHBORHOOD
COMMERCIAL PROJECT
PLAT BOOK 5 PAGE 70
OWNER
JAMMB LLC
REC. NO. 580131
SHAW AND THE WPW
JOINT VENTURE
SUBDIVISION EXEMPTION
PLAT BOOK 5 PAGE 91
HARMON GROUP-TOMLINSON
PLAT BOOK 23 PAGE 77
OWNER
JONATHAN D LEWIS TRUST
REC. NO. 396036
FIRST AMENDED
WOGAN LOT SPLIT
PLAT BOOK 23
PAGE 69
L
A
K
E
A
V
E
N
U
E
GILLESPIE
STREET
MARSHALL
LOT SPLIT
PLAT BOOK 20
PAGE 54
HUME LOT SPLIT
PLAT BOOK 29
PAGE 55
ERDMAN PARTNERSHIP LOT SPLIT
PLAT BOOK 25 PAGE 42
AMENDED MOORES
LOT SPLIT-II
PLAT BOOK 39
PAGE 87
OWNER
WOOD DUCK ASPEN LLC
REC. NO. 643096
OWNER
HALLAM SANCTUARY LLC
REC. NO. 623931
OWNER
844 ROARING FORK LLC
REC. NO. 631435
MERRIAM SUBDIVISION
PLAT BOOK 25
PAGE 39
HINES-DUNCAN
LOT SPLIT
PLAT BOOK 20
PAGE 89
OWNER
ROARING FORK I, LLC
REC. NO. 463751
OWNER
HINES ISSUE TRUST FBO T HINES
REC. NO. 204516
OWNER
MUSTANG HOLDINGS II LLC
REC. NO. 575507
100-YEAR FLOODPLAIN
FEMA MAP NUMBER
08097C0354E
DATED: AUGUST 15, 2019
SPECIAL FLOOD ZONE X
AREAS OF 0.2% ANNUAL
CHANCE FLOOD
FEMA MAP NUMBER
08097C0354E
DATED: AUGUST 15, 2019
OWNER
CITY OF ASPEN
OWNER
CITY OF ASPEN
OWNER
CITY OF ASPEN
42.0' WITNESS CORNER
SET REBAR & 1-1/4"
BLUE CAP
WC TNC PLS38215
1.0' WITNESS CORNER
SET REBAR & 1-1/4"
BLUE CAP
WC TNC PLS38215
25.624± ACRES
(AS SURVEYED)
FOUND PROPERTY CORNER AS DESCRIBED
LEGEND
ASPEN CENTER FOR ENVIRONMENTAL STUDIES
SECTIONS 7 & 12, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH PM
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
IMPROVEMENT & TOPOGRAPHIC SURVEY
TRUE NORTH COLORADO LLC.
A LAND SURVEYING AND MAPPING COMPANY
P.O. BOX 614 - 386 MAIN STREET UNIT 3
NEW CASTLE, COLORADO 81647
(970) 984-0474
www.truenorthcolorado.com
PROJECT NO: 2020-168
DATE: July 30, 2020
DRAWN
RPK
SURVEYED
DJB-MAN
SHEET
1 OF 2
TRUENORTH
A LAND SURVEYING AND MAPPING COMPANY
80'
40'160'
SCALE: 1" = 80'
N
FURNISHED PROPERTY DESCRIPTION:
THIS DESCRIPTION IS SHOWN ON THE FIRST ADDENDUM TO ASPEN CENTER FOR ENVIRONMENTAL STUDIES SPECIALLY
PLANNED AREA FINAL DEVELOPMENT PLAN RECORDED IN PLAT BOOK 91 AT PAGES 31-33.
A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST AND IN THE WEST
HALF OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDAN, PITKIN COUNTY,
COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT ON THE SOUTHERLY BOUNDARY OF LANDS BELONGING TO THE ASPEN CENTER FOR
ENVIRONMENTAL STUDIES (A.C.E.S.) WHENCE THE QUARTER CORNER BETWEEN SAID SECTIONS 7 AND 12 BEARS NORTH
22°41'18” EAST 632.67 FEET; THENCE ALONG SAID A.C.E.S. BOUNDARY THE FOLLOWING COURSES AND DISTANCES;
SOUTH 34°55'17” EAST 38.09 FEET, SOUTH 82°05'40” EAST 178.19 FEET, SOUTH 74°18'00” EAST 25.73 FEET, AND SOUTH
62°39'00” EAST 165.75 FEET TO THE INTERSECTION WITH THE NORTHERLY BOUNDARY OF THE GIVEN INSTITUTE; THENCE
SOUTH 70°18'15” EAST 26.99 FEET ALONG SAID BOUNDARY OF THE GIVEN INSTITUTE TO THE SOUTHWEST CORNER OF THAT
PORTION OF PUPPY SMITH STREET (FORMERLY SMUGGLER STREET LAKEVIEW ADDITION) VACTED BY ORDINANCE 13, SERIES
OF 1997; THENCE NORTH 02°00'00” WEST 18.555 FEET ALONG THE WESTERLY LINE OF SAID VACATED PUPPY SMITH STREET;
THENCE ALONG SAID CENTERLINE THE FOLLOWING COURSES AND DISTANCES; SOUTH 72°18'08” EAST 44.16 FEET, AND
SOUTH 79°11'00” EAST 7.90 FEET; THENCE DEPARTING SAID CENTERLINE SOUTH 15°15'22” WEST 20.06 FEET TO THE
NORTHEAST CORNER OF SAID BOUNDARY OF THE GIVEN INSTITUTE; THENCE ALONG SAID BOUNDARY OF THE GIVEN
INSTITUTE THE FOLLOWING COURSES AND DISTANCES; SOUTH 06°14'58” WEST 103.34 FEET, SOUTH 18°05'59”WEST 108.86
FEET, SOUTH 09°32'30” WEST 51.93 FEET, AND SOUTH 23°13'11” EAST 83.15 FEET TO THE EASTERLY EXTENSION OF THE
SOUTH LINE OF FRANCIS STREET; THENCE SOUTH 75°09'11” EAST 41.12 FEET ALONG SAID EXTENSION TO THE INTERSECTION
WITH THE WESTERLY LINE OF THE TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE NORTH 43°04'11” WEST 6.28
FEET ALONG THE SOUTHEASTERLY LINE EXTENDED OF BLOCKS 1 AND 2, LAKEVIEW ADDITION; THENCE ALONG SAID
EXTENSION NORTH 81°19'30” EAST 1.66 FEET TO THE SOUTH CORNER OF LAKEVIEW ADDITION; THENCE ALONG SAID
SOUTHEASTERLY LINE EXTENDED OF BLOCK 1 AND 2 THE FOLLOWING COURSES AND DISTANCES; NORTH 81°19'30” EAST
84.30 FEET, AND NORTH 40°53'00” EAST 7.15 FEET TO THE INTERSECTION WITH SAID WESTERLY BOUNDARY OF THE
TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE ALONG SAID WESTERLY BOUNDARY THE FOLLOWING COURSES
AND DISTANCES; NORTH 85°09'15” EAST 20.17 FEET, NORTH 42°46'12” 101.79 FEET, AND NORTH 40°27'13” EAST 117.88 FEET
TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE NORTHERLY LINE OF LOT 6, BLOCK 1, LAKEVIEW ADDITION;
THENCE NORTH 79°11'00” WEST 19.12 FEET ALONG SAID NORTHERLY LINE OF LOT 6 TO THE CORNER COMMON TO LOTS 6
AND 5 OF SAID BLOCK 1; THENCE NORTH 20°21'30” EAST 100.00 FEET ALONG THE WEST LINE OF LOT 5 TO THE NORTHWEST
CORNER OF LOT 5 ON THE SOUTH LINE OF PUPPY SMITH STREET; THENCE NORTH 79°11'00” WEST 19.21 FEET TO THE
INTERSECTION WITH A LINE THAT IS PARALLEL WITH AND TEN FEET FROM TWO STONE GATE POSTS; THENCE NORTH
10°49'00” EAST 40.00 FEET ALONG SAID LINE ACROSS PUPPY SMITH STREET TO THE NORTH LINE OF PUPPY SMITH STREET;
THENCE SOUTH 79°11'00” EAST 11O.20 FEET ALONG SAID NORTH LINE TO THE SOUTHEAST CORNER OF LOT 4, BLOCK 4,
LAKEVIEW ADDITION; THENCE NORTH 10°49'00” EAST 100.00 FEET ALONG THE EAST LINE OF LOT 4 TO THE SOUTH LINE OF
LOT 7; THENCE SOUTH 79°11'00” EAST 95.61 FEET ALONG THE SOUTH LINE OF LOTS 7 AND 11 TO THE INTERSECTION WITH
SAID WESTERLY BOUNDARY OF THE TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE NORTH 07°58'20” WEST
126.75 FEET ALONG SAID WESTERLY LINE TO THE INTERSECTION WITH THE NORTHERLY LINE OF BLOCKS 3 AND 4, LAKEVIEW
ADDITION; THENCE NORTH 79°11'00” WEST 389.23 FEET TO THE ORIGINAL EASTERLY BOUNDARY OF THE PROPERTY OF THE
ASPEN CENTER FOR ENVIRONMENTAL STUDIES (A.C.E.S.) THENCE NORTH 02°00'00” EAST 101.37 FEET ALONG SAID A.C.E.S.
BOUNDARY TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE ALONG SAID A.C.E.S. BOUNDARY AND
ALONG THE CENTERLINE OF THE ROARING FORK RIVER THE FOLLOWING COURSES AND DISTANCES; NORTH 64°27'00” WEST
115.50 FEET, NORTH 05°27'00” WEST 63.32 FEET, NORTH 40°30'00” EAST 144.50 FEET, NORTH 20°25'00” EAST 164.75 FEET,
NORTH 14°11'00” WEST 24.64 FEET, NORTH 38°13'00” WEST 123.19 FEET, NORTH 34°06'00” WEST 105.54 FEET, NORTH
27°30'00” WEST 136.58 FEET, NORTH 13°26'00” WEST 106.82 FEET, NORTH 20°00'00” WEST 56.00 FEET, NORTH 26°20'00”
WEST 317.00 FEET, NORTH 06°22'00” WEST 125.65 FEET AND NORTH 65°53'20” WEST 15.51 FEET TO AP 55 OF THE NORTH
ANNEXATION TO THE CITY OF ASPEN; THENCE NORTH 05°10'00” EAST 168.87 FEET ALONG LINE 55-54 OF SAID NORTH
ANNEXATION TO THE SOUTHEAST CORNER OF LOT 1 OF THE MERRIAM SUBDIVISION; THENCE ALONG THE SOUTH LINE OF
SAID LOT 1 THE FOLLOWING COURSES AND DISTANCES; NORTH 86°16'00” WEST 65.00 FEET AND SOUTH 43°07'41” WEST
145.00 FEET TO THE ORIGINAL A.C.E.S. BOUNDARY; THENCE ALONG SAID BOUNDARY THE FOLLOWING COURSES AND
DISTANCES; SOUTH 43°07'41” WEST 133.08 FEET, SOUTH 28°08'00” EAST 53.41 FEET, SOUTH 62°48'00” WEST 45.50 FEET,
SOUTH 80°28'00” WEST 159.76 FEET, SOUTH 50°04'00” WEST 86.70 FEET, SOUTH 03°45'00” EAST 101.63 FEET, SOUTH
07°45'00” EAST 121.86 FEET, SOUTH 89°11'00” WEST 37.85 FEET, SOUTH 29°07'00” EAST 115.56 FEET, SOUTH 37°06'00” EAST
81.60 FEET, SOUTH 07°00'00” EAST 40.30 FEET, SOUTH 19°08'00” WEST 63.50 FEET, SOUTH 30°50'00” WEST 116.43 FEET,
SOUTH 05°09'00” WEST 124.93 FEET, SOUTH 77°55'00” WEST 33.89 FEET, SOUTH 17°25'00” EAST 88.84 FEET, SOUTH 49°55'00”
EAST 127.22 FEET, SOUTH 44°34'00” WEST 21.54 FEET, SOUTH 54°47'12” EAST 87.66 FEET, NORTH 79°05'00” EAST 46.45 FEET,
SOUTH 49°41'00” EAST 49.80 FEET, SOUTH 34°25'00” EAST 78.60 FEET, NORTH 55°35'00” EAST 49.93 FEET, SOUTH 40°36'53”
EAST 5.17 FEET, SOUTH 09°26'25” EAST 210.13 FEET AND SOUTH 34°55'17” EAST 92.50 FEET TO THE POINT OF BEGINNING;
CONTAINING 25.5 ACRES.
ALSO
TRACT OF LAND SITUATED IN THE SE1/4 OF THE NE1/4 OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH
P.M., CITY OF ASPEN, STATE OF COLORADO, MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHENCE A U.S. BRASS CAP DATED 1954 AND MARKED AS THE EAST QUARTER CORNER OF SAID
SECTION 12, BEARS S48°2'12"E 979.30 FEET; THENCE N89°22'17"E 98.76 FEET; S03°45'00"E 38.04 FEET; S07°45'00"E 69.62 FEET;
N89°52'00"W 94.26 FEET; S89°15'15"W 16.37 FEET; THENCE NORTH 105.85 TO THE POINT OF BEGINNING.
0
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
C1 358.05'89.07'88.84'S 16°50'56" E 14°15'11"
LINE BEARING DISTANCE
1 S 34°11'36" E 38.09'
BOUNDARY LINE - MEASURED
BOUNDARY LINE CURVE DATA
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE
YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
2 S 81°24'30" E 178.19'
3 S 73°36'50" E 25.73'
4 S 61°53'37" E 165.72'
5 S 70°20'09" E 26.99'
6 N 01°27'09" W 18.50'
7 S 71°34'11" E 44.17'
8 S 76°43'16" E 7.87'
9 S 16°00'13" W 19.88'
10 S 07°11'34" W 103.17'
11 S 18°59'41" W 109.01'
12 S 08°37'00" E 51.87'
13 S 23°12'59"E 83.84'
14 S 74°28'00" E 41.12'
15 N 42°23'00" W 6.28'
16 N 82°00'40" E 1.66'
17 N 82°06'51" E 82.82'
18 N 47°21'50" E 8.42'
19 N 85°50'25" E 20.17'
20 N 43°27'22" E 101.79'
21 N 41°08'23" E 116.91'
22 N 78°29'50" W 133.05'
23 N 21°02'40" E 100.00'
24 N 78°29'50" W 19.21'
25 N 11°30'10" E 40.00'
26 S 78°29'50" E 110.20'
27 N 11°30'10" E 100.00'
28 S 78°29'50" E 95.61'
29 N 06°44'42" W 125.85'
30 N 78°20'39" W 389.84'
31 N 02°52'07" E 101.37'
32 N 64°33'12" W 113.88'
33 N 04°39'41" W 63.32'
34 N 41°17'19" E 144.50'
35 N 21°12'19" E 164.75'
36 N 13°23'41" W 24.64'
37 N 37°25'41" W 123.19'
38 N 33°18'41" W 105.54'
39 N 26°42'41" W 136.58'
40 N 12°38'41" W 106.82'
41 N 19°12'41" W 56.00'
42 N 25°32'41" W 317.00'
43 N 05°34'41" W 133.62'
44 N 65°06'03" W 6.86'
45 N 05°57'19" E 170.80'
46 N 85°28'41" W 65.00'
47 S 43°55'06" W 286.96'
48 S 28°57'58" E 53.40'
49 S 65°10'21" W 45.50'
50 S 80°06'46" W 143.25'
52 S 02°53'03" E 63.68'
53 N 89°37'08" W 98.87'
54 S 01°00'16" W 106.00'
55 N 89°56'25" E 16.37'
56 S 89°32'43" E 75.22'
57 S 07°39'04" E 47.96'
58 S 88°32'09" W 37.33'
59 S 28°45'12" E 115.35'
60 S 36°44'12" E 81.89'
61 S 06°18'50" E 43.42'
62 S 19°49'10" W 63.50'
63 S 31°51'17" W 116.43'
64 S 06°10'17" W 124.31'
65 S 77°53'00" W 34.86'
66 S 49°25'35" E 129.01'
67 S 45°28'00" W 21.21'
68 S 55°11'43" E 88.46'
69 N 80°46'30" E 44.74'
70 S 49°06'10" E 50.25'
71 S 30°16'55" E 77.77'
72 N 56°22'44" E 49.92'
73 S 38°28'44" E 5.09'
74 S 08°47'19" E 210.06'
75 S 34°11'36" E 92.68'
LINE BEARING DISTANCE
1 S 34°55'17" E 38.09'
BOUNDARY LINE - RECORD
2 S 82°05'40" E 178.19'
3 S 74°18'00" E 25.73'
4 S 62°39'00" E 165.75'
5 S 70°18'15" E 26.99'
6 N 02°00'00" W 18.555'
7 S 72°18'08" E 44.16'
8 S 79°11'00" E 7.90'
9 S 15°15'22" W 20.06'
10 S 06°14'58" W 103.34'
11 S 18°05'59" W 108.86'
12 S 09°32'30" E 51.93'
13 S 23°13'11" E 83.15'
14 S 75°09'11" E 41.12'
15 N43°04'11" W 6.28'
16 N 81°19'30" E 1.66'
17 N 81°19'30" E 84.30'
18 N 40°53'00" E 7.15'
19 N 85°09'15" E 20.17'
20 N 42°46'12" E 101.79'
21 N 40°27'13" E 117.88'
22 N 79°11'00" W 133.18'
23 N 20°21'30" E 100.00'
24 N 79°11'00" W 19.21'
25 N 10°49'00" E 40.00'
26 S 79°11'00" E 110.20'
27 N 10°49'00" E 100.00'
28 S 79°11'00" E 95.61'
29 N 07°58'20" W 126.75'
30 N 79°11'00" W 389.23'
31 N 02°00'00" E 101.37'
32 N 64°27'00" W 115.50'
33 N 05°27'00" W 63.32'
34 N 40°30'00" E 144.50'
35 N 20°25'00" E 164.75'
36 N 14°11'00" W 24.64'
37 N 38°13'00" W 123.19'
38 N 34°06'00" W 105.54'
39 N 27°30'00" W 136.58'
40 N 13°26'00" W 106.82'
41 N 20°00'00" W 56.00'
42 N 26°20'00" W 317.00'
43 N 06°22'00" W 125.65'
44 N 65°53'20" W 15.51'
45 N 05°10'00" E 168.87'
46 N 86°16'00" W 65.00'
47 S 43°07'41" W 278.08'
48 S 28°08'00" E 53.41'
49 S 62°48'00" W 45.50'
50 S 80°28'00" W 159.76'
52 S 03°45'00" E 63.59'
53 S 89°22'17" W 98.76'
54 SOUTH 105.85'
55 N 89°15'15" E 16.37'
56 S 89°52'00" E 94.26'
57 S 07°45'00" E 52.24'
58 S 89°11'00" W 37.85'
59 S 29°07'00" E 115.46'
60 S 37°06'00" E 81.60'
61 S 07°00'00" E 40.30'
62 S 19°08'00" W 63.50'
63 S 30°50'00" W 116.43'
64 S 05°09'00" W 124.93'
65 S 77°55'00" W 33.89'
66 S 49°55'00" E 127.22'
67 S 44°34'00" W 21.54'
68 S 54°47'12" E 87.66'
69 N 79°05'00" E 46.45'
70 S 49°41'00" E 49.80'
71 S 34°25'00" E 78.60'
72 N 55°35'00" E 49.93'
73 S 40°36'53" E 5.17'
74 S 09°26'25" E 210.13'
75 S 34°55'17" E 92.50'
51 S 50°04'00" W 86.70'51 S 51°01'47" W 86.35'
PROPERTY CORNER MONUMENTATION CHART
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
FOUND MONUMENT DESCRIPTION LETTER
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018
NO. 5 REBAR
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLE
NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376 35.0' W.C.
FOUND T-POST WITH TAG LS2376
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLE
NO. 5 REBAR
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP LS25947
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLE 3.5' W.C.
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184
NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS-ILLEGIBLE
NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP LS25947
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133
NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376
NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS-ILLEGIBLE
NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184
SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC
CAP PROP CORNER TNC PLS38215 (UNLESS
OTHERWISE NOTED)
E
E
E
E
E
E E
W
E
DYH
W
E
E
DIRECTOR
HOUSING
FFE:7842.4
FFE:7842.7
FFE:7843.4
FF
E
:
7
8
4
3
.
2
FFE:7844.0
BIRDS OF
PREY
BUILDING
EDUCATION
CENTER &
PUBLIC AREA
PULL
BARN
YURT
PROFESSOR
HOUSE
STR
A
W
B
A
L
E
HO
U
S
E
TR
E
E
HO
U
S
E
SH
E
D
PUPPY
S
M
I
T
H
STREET
WATER
FEATURE
R
O
A
R
I
N
G
F
O
R
K
R
I
V
E
R
78
3
5
78
3
2
7835
784
0
784
5
7841
7850
78
5
0
78
4
5
78
5
0784
5
78
5
0
78
5
0
7850
785
5
7
8
5
8
7
8
5
7
FFE:
7
8
5
5
.
4
785
3
.
0
785
3
.
5
785
5
.
0
FFE:
7
8
5
5
.
5
785
5
.
1
785
6
.
8
785
6
.
9
7857
.
0
FFE BASEMENT
7849.9
FFE BASEMENT
7852.6
UPPER LEVEL
7862.16
7856.3
7856.2
7856.17858.3
7859.1
7859.0
785
6
.
9
785
6
.
4
785
7
.
0
785
9
.
0
FFE
7839.8
7840.3
WO
O
D
DE
C
K
7840.6
7840.8
7841.0
7840.9
7841.1
7840.4
7840.67840.6
7841.5 7841.5
T T
T T
T T
D
D
D
D
1
2
3 4
5
6
7 8
9 10
1112
13
14
15
16
17
18
19 20
21
22 23
2425
26
27
28
29
30
31
32
33
34
35
36
37 383940
41
42 43
44
45
46
47
48
4950
5152
53
54
55
56
57
58
59
60
61
62
63
64
65
6667
68
69
70
71
72
73
74
75
76
77
78
79 80
81
82 83
84 85
86
87
88 89
9091
92
939495
9697
9899
100101
102
103 104
105
106
107
108
109
110 111
112
78
5
8
7
8
6
0
7863
78
5
8
78
5
7
EASEMENT FOR
PRETREATMENT
SEDIMENTION BASIN
(50' X 50')
15
'
W
I
D
E
S
T
O
R
M
SE
W
E
R
E
A
S
E
M
E
N
T
15
'
W
I
D
E
S
T
O
R
M
SE
W
E
R
E
A
S
E
M
E
N
T
CONCRETE
BURIED
TREATMENT
TANKS
STREAM MARGIN
REVIEW BOUNDAR
Y
TOP OF BANK
AS LOCATED
113114115
116
117
118
119
120
121
O
S W
EG
G
E
FLOOD ZONE
BOUNDARY AE
(100-YEAR FLOOD ZONE)
GRAVEL
PARKING
PAV
E
D
P
A
T
H
9.
5
'
47.
3
'
7.6'
48.4'
DE
C
K
DE
C
K
D
SIGN
STORM SEWER VAULT
ELECTRIC VAULT
WATER MANHOLE
E
TANK LIDT
W
WATER LINE
TELEPHONE LINE
FIBER OPTIC LINE
GAS LINE
ELECTRIC LINE
TELEPHONE PEDESTAL
DYH
FIRE HYDRANT
ELECTRICAL TRANSFORMER
GAS METER
ELECTRICAL METER
G
LEGEND
E
SURVEYOR'S CERTIFICATION
SURVEY NOTES:
5.THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS,
COVENANTS AND EASEMENTS OF RECORD OR IN PLACE.
6.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
COMMITMENT, THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECT
THE SUBJECT PROPERTY HAVE NOT BEEN REVIEWED BY TRUE NORTH
COLORADO, LLC.
7.ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONAL
GEODETIC SURVEY (NGS) STATION S 159 HAVING AN ELEVATION OF
7720.88.
8.CONTOUR INTERVAL EQUALS 1 FOOT.
9.UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED BY ROARING
FORK UTILITY LOCATORS LLC. UTILITIES SHOWN HEREON ARE FOR
PLANNING PURPOSES ONLY. PLEASE CALL 811 PRIOR TO ANY DIGGING
OR EARTHWORK CONSTRUCTION FOR UTILITY VERIFICATION.
IMPROVEMENT &
TOPOGRAPHIC
DETAIL AREA
TRUE NORTH COLORADO LLC.
A LAND SURVEYING AND MAPPING COMPANY
P.O. BOX 614 - 386 MAIN STREET UNIT 3
NEW CASTLE, COLORADO 81647
(970) 984-0474
www.truenorthcolorado.com
PROJECT NO: 2020-168
DATE: JULY 30, 2020
DRAWN
RPK
SURVEYED
DJB-MAN
SHEET
2 OF 2
TRUENORTH
A LAND SURVEYING AND MAPPING COMPANY
25'
12.5'50'
SCALE: 1" = 25'
N
0
TREE TYPE SIZE DRIP
TREE CHART
1
2
22"40'
SPRUCE
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
CLEAN-OUT
WATER VALVE BOX
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE
YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
WOOD FENCE
CHAIN-LINK FENCE
WIRE FENCE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
WILLOW
18"40'
6"20'
14"32'
8"16'
14"32'
4"12'
6"12'
16"48'
22"48'
16"100'
WILLOW
WILLOW
WILLOW
WILLOW
WILLOW
WILLOW
WILLOW
WILLOW
WILLOW
24"68'WILLOW
20"48'WILLOW
12"12'WILLOW
26"52'WILLOW
20"32'WILLOW
24"100'WILLOW
6"12'WILLOW
12"28'WILLOW
SPRUCE 4"6'
8"16'WILLOW
14"20'WILLOW
20"100'WILLOW
22"40'WILLOW
22"40'WILLOW
30"44'WILLOW
6"12'WILLOW
SPRUCE 6"12'
SPRUCE 8"16'
10"28'WILLOW
4"16'LOCUST
18"36'WILLOW
SPRUCE 10"16'
24"48'WILLOW
SPRUCE 8"16'
4"28'MAPLE
3"24'MAPLE
SPRUCE 8"12'
SPRUCE 6"12'
3"20'LOCUST
SPRUCE 4"12'
3"12'LOCUST
4"20'MAPLE
4"20'MAPLE
SPRUCE 12"32'
4"16'MAPLE
4"16'MAPLE
4"12'MAPLE
26"40'WILLOW
22"44'WILLOW
20"32'WILLOW
18"32'WILLOW
16"24'WILLOW
26"52'WILLOW
26"52'WILLOW
20"40'WILLOW
18"44'WILLOW
20"44'WILLOW
22"52'WILLOW
22"24'WILLOW
26"52'WILLOW
20"36'WILLOW
4"16'LOCUST
6"16'LOCUST
6"16'LOCUST
4"8'WILLOW
3"12'MAPLE
14"16'WILLOW
26"52'WILLOW
26"44'WILLOW
34"48'WILLOW
SPRUCE 6"10'
3"16'LOCUST
24"16'WILLOW
6"28'WILLOW
20"20'WILLOW
30"20'WILLOW
12"16'WILLOW
12"20'WILLOW
18"12'WILLOW
18"16'WILLOW
18"16'WILLOW
14"28'WILLOW
30"60'WILLOW
12"28'WILLOW
6"40'WILLOW
6"40'WILLOW
6"40'WILLOW
12"28'WILLOW
6"12'WILLOW
6"12'WILLOW
SPRUCE 4"12'
14"32'WILLOW
14"32'WILLOW
26"52'WILLOW
14"20'WILLOW
10"8'WILLOW
14"12'WILLOW
16"20'WILLOW
14"28'WILLOW
SPRUCE 6"12'
44"40'WILLOW
12"52'WILLOW
50"60'WILLOW
10"16'WILLOW
8"12'WILLOW
10"12'WILLOW
8"12'WILLOW
109 WILLOW
110 WILLOW
111 WILLOW
112 WILLOW
10"-DEAD 4'
10"-DEAD 4'
12"16'
14"24'
113 SPRUCE 10"12'
114 WILLOW 36"52'
115 SPRUCE 6"12'
116 SPRUCE 8"12'
117 SPRUCE 6"12'
118 SPRUCE 6"12'
119 8"28'
120 28"96'
WILLOW
WILLOW
121 42"28'WILLOW
1.It can be demonstrated that any proposed development which is in the Special Flood
Hazard Area will not increase the base flood elevation on the parcel proposed for
development. This shall be demonstrated by an engineering study prepared by a
professional engineer registered to practice in the State which shows that the base
flood elevation will not be raised, including, but not limited to, proposing mitigation
techniques on or off-site which compensate for any base flood elevation increase
caused by the development; and
No development is proposed within the Special Flood Hazard Area and henceforth there will
be no change to the base flood elevation. A temporary haul road will be utilized to access
Hallam Lake but upon completion this access will be restored and revegetated per U.S. Army
Corps of Engineers regulations.
2.The adopted regulatory plans of the Open Space and Trails Board and the Roaring Fork
River Greenway Plan are implemented in the proposed plan for development, to the
greatest extent practicable. Areas of historic public use or access shall be dedicated via
a recorded easement for public use. A fisherman's easement granting public fishing
access within the high water boundaries of the river course shall be granted via a
recorded "Fisherman's Easement;" and
The riparian area along the banks of the Roaring Fork in Hallam Lake is historically part of the
“wildlife only” areas of Hallam Lake. These areas are maintained as a nature preserve and
public access is not permitted. Most of Hallam Lake is open to the public during winter, spring
and fall Monday-Friday 9 am - 5 pm, and Monday-Saturday 9 am - 5 pm in the summer. As a
nature preserve no fishing is permitted in Hallam Lake.
3.There is no vegetation removed or damaged or slope grade changes (cut or fill) made
outside of a specifically defined building envelope.A building envelope shall be
designated by this review and said envelope shall be designated by this review and said
envelope shall be recorded on a plat pursuant to Subsection 26.435.040(f)(1); and
To access Hallam Lake with machinery necessary to repair the earthen dam some vegetation as
detailed in the landscaping plan will need to be removed.
4.The proposed development does not pollute or interfere with the natural changes of the
river, stream or other tributary, including erosion and/or sedimentation during
construction. Increased on-site drainage shall be accommodated within the parcel to
prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained
outside of the designated building envelope; and
The only disturbance within the stream margin review areas is an access path for heavy
equipment. The area was previously used as a haul road when sediment was removed from
Hallam Lake in the 1980s. The area is grasses and a few forbs and the soils include older
unconsolidated fill material over mineral soils. No grading occurs on the access route, but
equipment traffic will create ruts and some soil disturbance.As the track hoe leaves the site,
ruts will be restored to the original grade, and any disturbed areas will be seeded with a native
seed mix. The seeded areas will be covered with erosion control fabric (NA Green SC 125 BN or
equivalent) and staked properly. The erosion control logs installed along the access routes are
left in place until the route revegetates.
5.Written notice is given to the Colorado Water Conservation Board prior to any alteration
or relocation of a water course and a copy of said notice is submitted to the Federal
Emergency Management Agency; and
No water course will be altered therefore notice is not warranted.
6.A guarantee is provided in the event a water course is altered or relocated, that applies
to the developer and his heirs, successors and assigns that ensures that the flood
carrying capacity on the parcel is not diminished;and
No water course will be altered and flood carrying capacity will not be affected.
7.Copies are provided of all necessary federal and state permits relating to work within
the 100-year flood plain; and
The proposed work requires a permit from the Army Corps of Engineers which is being
reviewed under Nationwide Permit 27. As part of this review a letter from the State Historic
Preservation Office is required certifying no cultural resources will be damaged. Additionally, a
dewatering permit will be acquired prior to the start of work from the Colorado Department of
Public Health and Environmental. Per Colorado Rules and Regulations for Dam Safety and Dam
Construction the earthen berm at Hallam Lake is considered a low hazard (rule 4.13.3)
non-jurisdictional dam (rule 4.6.2) as such no permit is required for the repair of an existing
structure (rule 10.3).
8.There is no development other than approved native vegetation planting taking place
below the top of slope or within fifteen (15) feet of the top of slope or the high waterline,
whichever is most restrictive. This is an effort to protect the existing riparian vegetation
and bank stability. New plantings (including trees,shrubs, flowers and grasses) outside
of the designated building envelope on the river side shall be native riparian vegetation
as approved by the City. A landscape plan will be submitted with all development
applications. The top of slope and 100-year flood plain elevation of the Roaring Fork
River shall be determined by the Stream Margin Map located in the Community
Development Department and filed at the City Engineering Department; and
No development is occurring within 15 feet of the top of slope or high waterline.
(9)
9.All development outside the fifteen (15) foot setback from the top of slope does not
exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground
level at the top of slope. Height shall be measured and determined by the Community
Development Director using the definition for height set forth at Section 26.04.100 and
method of calculating height set forth at Section 26.575.020 as shown in Figure "A"; and
No new development is proposed in this application.
10.All exterior lighting is low and downcast with no light(s) directed toward the river or
located down the slope and shall be in compliance with Section 26.575.150. A lighting
plan will be submitted with all development applications;and
No new lighting is proposed in this application.
11.There has been accurate identification of wetlands and riparian zones.
Wetland and riparian areas are identified in the application materials.
W
R
O
A
R
I
N
G
F
O
R
K
R
I
V
E
R
HALLAM
LAKE
WATER SURFACE
ELEVATION: 7831±
18"PVC
INV:7829.0
FOO
T
P
A
T
H
BRI
D
G
E
WATER SURFACE
ELEVATION: 7828.5±
OVERFLOW
AREA
FOOT PATH
BRIDGE
WATER SURFACE
ELEVATION: 7833±
WIER
7841.2
LOG FOOT
BRIDGE WATER SURFACE
ELEVATION: 7841.5±WATER SURFACE
ELEVATION: 7840±
18"PVC
INV:7829.1
12" PVC
INV:7839.1
12" PVC
INV:7835.5
6" PVC
INV:7834.6
WATER VAULT
RIM:7841.0
6"PVC
INV:7835.3
WATER SURFACE
ELEVATION: 7834.5±
WIER
7834.3
WATER SURFACE
ELEVATION: 7825±
7
8
3
0
78
3
1
7
8
2
6
7
8
2
6
7830
7831
78
2
7
78
2
7
78
2
7
78
3
1
7
8
3
0
7
8
3
1
7
8
3
0
7
8
2
8
7
8
3
1
7
8
3
0
7
8
2
9
SHED
15" ADS
INV:7828.5
SITE BOUNDARY/
PROPERTY LINE
EXISTING SITE ACCESS ROAD
TO PUPPY SMITH STREET
LA
K
E
A
V
E
100 PUPPY SMITH STREET
WETLANDS CONTINUE
BEYOND SURVEYED AREA
LEGEND
EXISTING MAJOR CONTOUR (5 FT)
EXISTING MINOR CONTOUR (1 FT)
OPEN WATER
SITE BOUNDARY/ PROPERTY LINE
EXISTING ACCESS ROUTE
EXISTING WETLANDS
EXISTING FEN
UPLAND
EXISTING PIPE
0 25 50 100
SCALE: 1" = 50'
FEET
2855 TELEGRAPH AVENUE, SUITE 400
BERKELEY, CA 94705 P: (510) 848-8098
DESIGN:
DRAWN:
CHECKED:
APPROVED:
SHEET OF
PROJECT NUMBER:
SCALE: AS NOTED
DATE:
PREPARED FOR:
X
03/17/2021
RBM/MC
RBM
JEA
----
1 5
EXISTING CONDITIONS
PLAN
HALLAM LAKE
IMPROVEMENTS PROJECT:
CONCEPT PLANS FOR
PERMITTING
ASPEN, CO
SITE BOUNDARY/
PROPERTY LINE
EXISTING SITE ACCESS ROAD
TO PUPPY SMITH STREET
LA
K
E
A
V
E
100 PUPPY SMITH STREET
WETLANDS CONTINUE
BEYOND SURVEYED AREA
W
R
O
A
R
I
N
G
F
O
R
K
R
I
V
E
R
HALLAM
LAKE
WATER SURFACE
ELEVATION: 7831±
18"PVC
INV:7829.0
FOO
T
P
A
T
H
BRI
D
G
E
WATER SURFACE
ELEVATION: 7828.5±
OVERFLOW
AREA
FOOT PATH
BRIDGE
WATER SURFACE
ELEVATION: 7833±
WIER
7841.2
LOG FOOT
BRIDGE WATER SURFACE
ELEVATION: 7841.5±WATER SURFACE
ELEVATION: 7840±
18"PVC
INV:7829.1
12" PVC
INV:7839.1
12" PVC
INV:7835.5
6" PVC
INV:7834.6
WATER VAULT
RIM:7841.0
6"PVC
INV:7835.3
WATER SURFACE
ELEVATION: 7834.5±
WIER
7834.3
WATER SURFACE
ELEVATION: 7825±
7
8
3
0
78
3
1
7
8
2
6
7
8
2
6
7830
7831
78
2
7
78
2
7
78
2
7
78
3
1
7
8
3
0
7
8
3
1
7
8
3
0
7
8
2
8
7
8
3
1
7
8
3
0
7
8
2
9
SHED
15" ADS
INV:7828.5
IMPROVE EXISTING ACCESS ROUTE 14FT WIDE;
GRADE TO MAINTAIN SEDIMENT WITHIN 5 FEET OF EDGE OF ROAD
CREATE NEW ACCESS ROUTE TO LAKE
SEDIMENT BAG
DEWATERING PUMP
INSTALL VEHICLE TRACKING CONTROL
INSTALL EROSION CONTROL LOGS ON
DOWNSLOPE SIDE OF ACCESS ROUTES
CERTIFIED WEED-FREE STRAW OR HAY BALES INSTALLED
ON SURFACE TO MINIMIZE WETLAND DISTURBANCE
(STAKED; NO TOE-IN)
EQUIPMENT STAGING (NO MATERIALS
STAGING IN WETLANDS)
MATERIALS STAGING AREA
ALONG EDGES OF LAKE,
LOCATIONS TBD (TYP.)
CREATE ACCESS ROUTE TO
UPPER LAKES AREA
NOTES:
1.EXPECTED CONSTRUCTION DATES SEPTEMBER 15, 2021 THROUGH NOVEMBER 1, 2021.
2.HALLAM LAKE TO BE DEWATERED PRIOR TO START OF CONSTRUCTION. DEWATERING
OPERATIONS SHALL START NO EARLIER THAN SEPTEMBER 7, 2021.
3.MATERIALS STAGING IN UPLAND AREA INDICATED OR IN AREAS ALONG THE EDGE OF THE
LAKE. NO MATERIALS STAGING IN EXISTING WETLAND AREAS.
4.CONTRACTOR TO BUILD TEMPORARY ACCESS ROUTES ACROSS LAKE (NOT SHOWN).
5.WETLAND DELINEATION SHOWN COVERS PROPOSED WORK AREAS, BUT IS NOT
COMPREHENSIVE FOR THE SITE.
6.EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHALL BE
INSTALLED AT BEGINNING OF CONSTRUCTION, BEFORE EARTHWORK AND EQUIPMENT STAGING
BEGINS. REFER TO STANDARD PLAN M-208-1 FOR ESCP DETAIL DRAWINGS.
7.SENSITIVE AREAS AND AREAS WHERE EXISTING VEGETATION IS BEING PRESERVED SHALL BE
FLAGGED BY THE VEGETATION SPECIALIST OR STREAM RESTORATION SPECIALIST BEFORE
CONSTRUCTION BEGINS.
8.ALL AREAS DISTURBED DURING GRADING, STAGING AND ACCESS ACTIVITIES SHALL BE
REVEGETATED.
9.ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED THROUGHOUT UNTIL
CONSTRUCTION AND UNTIL CONTRACTOR IS APPROVED FOR RELEASE AND DEMOBILIZATION
BY ACES OR AS REQUIRED BY APPLICABLE PERMITS.
PROTECT SPRUCE TREES IN PLACE
TEMPORARY DISPOSAL/STORAGE OF DREDGED LAKE
MATERIAL (MAXIMUM 1200 CY EACH AREA) TO BE REMOVED
WITHIN APPROXIMATELY 2 MONTHS WHEN FROZEN (TYP.)
LEGEND
EXISTING MAJOR CONTOUR (5 FT)
EXISTING MINOR CONTOUR (1 FT)
OPEN WATER
SITE BOUNDARY/ PROPERTY LINE
EXISTING ACCESS ROUTE
EXISTING WETLANDS
EXISTING FEN
UPLAND
EXISTING PIPE
IMPROVED ACCESS ROUTE
NEW ACCESS ROUTE
EROSION CONTROL LOG
CERTIFIED WEED-FREE STRAW/HAY BALES
VEHICLE TRACKING CONTROL
STAGING AREA
ESTIMATED DRAINAGE DIRECTION
LIMIT OF DISTURBED AREA (5.5 ACRES)
TEMPORARY DISPOSAL AREA (MAX 1200 CY EACH)
0 25 50 100
SCALE: 1" = 50'
FEET
2855 TELEGRAPH AVENUE, SUITE 400
BERKELEY, CA 94705 P: (510) 848-8098
DESIGN:
DRAWN:
CHECKED:
APPROVED:
SHEET OF
PROJECT NUMBER:
SCALE: AS NOTED
DATE:
PREPARED FOR:
X
03/17/2021
RBM/MC
RBM
JEA
----
2 5
EROSION AND SEDIMENT
CONTROL PLAN
HALLAM LAKE
IMPROVEMENTS PROJECT:
CONCEPT PLANS FOR
PERMITTING
ASPEN, CO
NOTE: REFER TO SHEET 5 FOR DETAILED IMPACT ASSESMENT
W
R
O
A
R
I
N
G
F
O
R
K
R
I
V
E
R
HALLAM
LAKE
WATER SURFACE
ELEVATION: 7831±
18"PVC
INV:7829.0
FOO
T
P
A
T
H
BRI
D
G
E
WATER SURFACE
ELEVATION: 7828.5±
OVERFLOW
AREA
FOOT PATH
BRIDGE
WATER SURFACE
ELEVATION: 7833±
WIER
7841.2
LOG FOOT
BRIDGE WATER SURFACE
ELEVATION: 7841.5±WATER SURFACE
ELEVATION: 7840±
18"PVC
INV:7829.1
12" PVC
INV:7839.1
12" PVC
INV:7835.5
6" PVC
INV:7834.6
WATER VAULT
RIM:7841.0
6"PVC
INV:7835.3
WATER SURFACE
ELEVATION: 7834.5±
WIER
7834.3
WATER SURFACE
ELEVATION: 7825±
7
8
3
0
78
3
1
7
8
2
6
7
8
2
6
7830
7831
78
2
7
78
2
7
78
2
7
78
3
1
7
8
3
0
7
8
3
1
7
8
3
0
7
8
2
8
7
8
3
1
7
8
3
0
7
8
2
9
SHED
15" ADS
INV:7828.5
SITE BOUNDARY/
PROPERTY LINE
EXISTING SITE ACCESS ROAD
TO PUPPY SMITH STREET
LA
K
E
A
V
E
100 PUPPY SMITH STREET
WETLANDS CONTINUE
BEYOND SURVEYED AREA
REMOVE EXISTING PIPE AND
HEADGATE AND INSTALL NEW
OUTLET WORKS (REFER TO
SHEET 4)
INSTALL BEAVER DECEIVER DEVICE AT OUTLET
PLACE SALVAGED COARSE MATERIAL ON
LAKE SIDE OF BERM SLOPE FOR
MAINTENANCE AND REVEGETATE
CONSTRUCT WETLAND AREAS ALONG TOE OF
BERM WITH DREDGED LAKE SEDIMENTS AND
REVEGETATE WITH NATIVE WETLAND SPECIES
EXCAVATION AREA: REMOVE SUFFICIENT MATERIAL TO ACHIEVE STRUCTURAL
DIVERSITY IN HALLAM LAKE TO BENEFIT AQUATIC HABITAT AND GENERATE
FILL MATERIAL (VOLUME TBD). ANY EXCESS CUT TO BE STAGED ON SITE IN
UPLANDS AND OFFHAULED WHILE FROZEN WITHIN APPROXIMATELY 2
MONTHS. APPROXIMATE MAXIMUM EXTENTS OF EXCAVATION AREA SHOWN.
SALVAGE LAKE SEDIMENTS AS FOLLOWS:
1) APPROXIMATELY 1.5FT THICK LAYER OF FINE LAKE SEDIMENTS; SALVAGE
FOR WETLAND CONSTRUCTION.
2) SALVAGE 1 TO 3FT LAYER OF NATIVE COBBLE AND GRAVEL LAYER FOR
BERM IMPROVEMENTS AND WETLAND SUBGRADE CONSTRUCTION.
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4+0
0
5+00
6+00
7+
0
0
8
+
0
0
9
+
0
0
9
+
0
7
4+
8
3
APPROX. TOP
OF BERM
ALIGNMENT
2+6
0
78
2
8
78
2
6
7
8
2
8
REFER TO SHEET 4 FOR ADDITIONAL PROPOSED
WORK ON BERM NEAR OUTLET WORKS
LEGEND
EXISTING MAJOR CONTOUR (5 FT)
EXISTING MINOR CONTOUR (1 FT)
OPEN WATER
SITE BOUNDARY/ PROPERTY LINE
EXISTING ACCESS ROUTE
EXISTING WETLANDS
EXISTING FEN
UPLAND
EXISTING PIPE
PROPOSED WETLAND ESTABLISHMENT
PROPOSED EXCAVATION AREA
PROPOSED SPAWNING CHANNEL CONSTRUCTION
LIMIT OF DISTURBED AREA (5.7 ACRE)
PROPOSED COARSE FILL / BERM IMPROVEMENT
El
e
v
a
t
i
o
n
(
F
e
e
t
)
El
e
v
a
t
i
o
n
(
F
e
e
t
)
Offset (Feet)
2+60
7800
7810
7820
7830
7840
7850
7860
7800
7810
7820
7830
7840
7850
7860
010203040500 -10 -20 -30 -40 -50
BUILD WETLAND
6:1
50:1
EAST WEST/HALLAM LAKE
EC GRADE
TYPICAL SECTION: WETLAND CONSTRUCTION ALONG BERM
0 25 50 100
SCALE: 1" = 50'
FEET
2855 TELEGRAPH AVENUE, SUITE 400
BERKELEY, CA 94705 P: (510) 848-8098
DESIGN:
DRAWN:
CHECKED:
APPROVED:
SHEET OF
PROJECT NUMBER:
SCALE: AS NOTED
DATE:
PREPARED FOR:
X
03/17/2021
RBM/MC
RBM
JEA
----
3 5
PROPOSED CONDITIONS
PLAN
HALLAM LAKE
IMPROVEMENTS PROJECT:
CONCEPT PLANS FOR
PERMITTING
ASPEN, CO
WATER SURFACE
ELEVATION: 7825±
7
8
3
0
78
3
1
7
8
2
6
7
8
2
6
7830
7831
78
2
7
78
2
7
78
2
7
78
3
1
7
8
3
0
7
8
2
8
15" ADS
INV:7828.5
EXCAVATE BERM IN GRADING AREA SHOWN TO REMOVE LESS
COMPETENT MATERIALS (E.G. SOIL, VEGETATION) REPLACE WITH
COBBLE-GRAVEL FILL AND BENTAMAT LAYER TO REPAIR DAMAGED
PORTION OF DAM; BERM HEIGHT TO BE RESTORED (REFER TO
TYPICAL SECTION AND PROFILE THIS SHEET)
INSTALL BEAVER DECEIVER DEVICE AT OUTLET
3
+
0
0
4+
0
0
5+00
6+00
7+
0
0
8
+
0
0
4+
8
3
APPROX. TOP OF BERM
ALIGNMENT
78
2
8
78
2
6
7
8
2
8
PROPOSED SLIDE GATE
PROPOSED INLINE WATER CONTROL STRUCTURE TO REPLACE EXISTING OUTLET WORKS
PROPOSED NEW PIPE; SIZE AND EXTENTS TO BE DETERMINED
REMOVE EXISTING OUTLET WORKS
PROPOSED BERM GRADING; REFER TO TYPICAL SECTION
PROPOSED WETLAND GRADING; REFER TO TYPICAL SECTION
LEGEND
EXISTING MAJOR CONTOUR (5 FT)
EXISTING MINOR CONTOUR (1 FT)
OPEN WATER
SITE BOUNDARY/ PROPERTY LINE
EXISTING ACCESS ROUTE
EXISTING WETLANDS
EXISTING FEN
UPLAND
EXISTING PIPE
PROPOSED WETLAND ESTABLISHMENT
PROPOSED EXCAVATION AREA
PROPOSED SPAWNING CHANNEL CONSTRUCTION
LIMIT OF DISTURBED AREA (5.7 ACRE)
PROPOSED COARSE FILL / BERM IMPROVEMENT
El
e
v
a
t
i
o
n
(
F
e
e
t
)
El
e
v
a
t
i
o
n
(
F
e
e
t
)
Offset (Feet)
4+83
7800
7810
7820
7830
7840
7850
7860
7800
7810
7820
7830
7840
7850
7860
010203040500 -10 -20 -30 -40 -50
2:1
BUILD WETLAND
6:1
50:1
TYPICAL SECTION: BERM IMPROVEMENTS AT OUTLET WORKS AREA
EC GRADE
INCREASE BERM THICKNESS
NORTH SOUTH/HALLAM LAKE
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
(
L
O
C
A
L
D
A
T
U
M
)
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
(
L
O
C
A
L
D
A
T
U
M
)
STATION
BERM TOP PROFILE
7825
7830
7825
7830
5+005+506+006+20
EXISTING GRADE
PROPOSED GRADE 7831 FT
0 10 20 40
SCALE: 1" = 20'
FEET
2855 TELEGRAPH AVENUE, SUITE 400
BERKELEY, CA 94705 P: (510) 848-8098
DESIGN:
DRAWN:
CHECKED:
APPROVED:
SHEET OF
PROJECT NUMBER:
SCALE: AS NOTED
DATE:
PREPARED FOR:
X
03/17/2021
RBM/MC
RBM
JEA
----
4 5
OUTLET WORKS AREA
DETAIL
HALLAM LAKE
IMPROVEMENTS PROJECT:
CONCEPT PLANS FOR
PERMITTING
ASPEN, CO
El
e
v
a
t
i
o
n
(
F
e
e
t
)
El
e
v
a
t
i
o
n
(
F
e
e
t
)
Offset (Feet)
4+83
7800
7810
7820
7830
7840
7850
7860
7800
7810
7820
7830
7840
7850
7860
010203040500 -10 -20 -30 -40 -50
2:1 6:1
50:1
BERM REPAIR NEAR OUTLET
(EXISTING WETLAND->PROPOSED WETLAND)
BERM IMPROVEMENT
(EXISTING WETLAND->PROPOSED WETLAND)
WETLAND ESTABLISHMENT (EXISTING OPEN WATER-> PROPOSED WETLAND)
AND
BERM IMPROVEMENT (SUBGRADE)
BERM IMPROVEMENT
(EXISTING OPEN WATER ->PROPOSED OPEN WATER)
2855 TELEGRAPH AVENUE, SUITE 400
BERKELEY, CA 94705 P: (510) 848-8098
DESIGN:
DRAWN:
CHECKED:
APPROVED:
SHEET OF
PROJECT NUMBER:
SCALE: AS NOTED
DATE:
PREPARED FOR:
X
03/17/2021
RBM/MC
RBM
JEA
----
5 5
IMPACT ASSESSMENT FOR
PERMITTING
HALLAM LAKE
IMPROVEMENTS PROJECT:
CONCEPT PLANS FOR
PERMITTING
ASPEN, CO
\7 _7‘’e ',-7 7'~f ,'Existing Trees
‘'_',,.'100 PUPPYSMITH ST-ACES TOPOGRAPHY LEGEND KEYNOTES
\_Tree Number Type Size Drip
\'N L _7 ,f 1 ‘INlllow 22"40'
’5:L _.,,.'f e WIHOW 18"40-————EXISTING 1'CONTOUR 1 EXISTING GRADE
‘INlllow 6"20'
wIIIow 14"32'
Spruce 8"16'
‘INIIIOW 14"32'
WOW 4"'2'—PROPOSED 5'CONTOUR
‘INlllow 6"12'
‘Nlllow 16"48'
‘INlllow 22"48'
wIIIow 16"100'WIIOW 24"ea-SITE PLAN LEGEND 5 NEW DECK
ad,I ,,_--,'''7 :‘INlllow 20"48'
\‘3','5‘-7 EXISTING SKYLIGHTTO BE REMOVED
PROPOSED 1'CONTOUR
[\
3 PROPOSED GRADE
__——EXISTING 5'CONTOUR EXISTING PATIO
NEW PATIO
/
.4
1
1
lII‘Dmflmmhwm01.1:onEXISTING
DECK/IfIS/|lIS:.f‘Nlllow12"12'Vc3"‘3I;I‘INlllow26"52'“a.\’R\7Wow20..32.8NEWSKYLIGHTRH-\c,,R'“"'.,,-’’tlow24.,100,NEWDECIDUOUSTREE“4x-''7\,,,WW6..12.9LINEOFWALLBELOW-‘INlllow12"28'Spruce4"6'tlow8"'6'NEWCONIFEROUSTREE11‘INlllow14"20'‘INIIIOW20"100'12NEWROOF‘INlllow22"40'W'“°W22"40'13NEWOPENTREADSTEELSTAIRSWIIIow30"44-EXISTINGDECIDUOUSTREETOREMAINWlllow6"12'14BUILT-INMILLWORKSpruce6"12'Spruce8"16'15EXISTINGLAPSIDING‘INIIIOW10"28'Locust4..16'EXISTINGCONIFEROUSTREETOREMAIN16NEWLAPSIDING‘INIIIOW18"36'Spruce10"16'17GUTTER‘NIIIOW24"48'16'28'24'12'12'20'12'12'20'20'32'BODYOFWATER_L0')If6511'4Ir10LINEOFROOFABOVEMON_.LINEOFDECKANDSTAIRSABOVEMMMNAwNU1N0')N\INCOM(DmDonA//Lo(43(.0h18DOWNSPOUT(,0U1SpruceEXISTINGDECIDUOUSTREETOBEREMOVEDon0')Mapb19SNOWSTOPSISNOWFENCE(,0\IMapbmonSpruce20EXISTINGELECTRICMETER(,0(DSpruce.nOEXISTINGCONIFEROUSTREETOBEREMOVED21NEWELECTRICMETERLocustA_.SpruceI|I4:.MLocust22EXISTINGELECTRICVAULT3:.(A)MapbEEQ‘EUEUEOQUEEOE’43hM|ape23NEWELECTRICVAULTLm.1."2Spruce,,,__.Map"4"'6'24EXISTINGELECTRICTRANSFORMER,,,Maple4"16'Ih0')II.p\l4s00Maple4"12'WM26"40-EXISTINGUNPAVEDROAD/WALKINGPATH25NEWELECTR'CTRANSFORMER|4:.(DII()1O,7-7,,7,W'"°"’22"44'26NEWSTONEPAVERS,,.'INIIIOW20"32'U1_.IU1NVVIIIOW18"32'Wow16..24.NEWUNPAVEDROADNVALKINGPATH27EX'ST'NGGUARDToREMA'NVVIIIow26"52'‘INlllow26"52'VWIOW20"40'‘Nlllow18"44'‘INlllow20"44'‘Nlllow22"52'‘INlllow22"24'VVIIIow26"52'‘INlllow20"36'16'4516'EXTERIORDECKLocust6"16'43U1(A)U1hU1U1U10')EXISTINGASPHALT/PAVEMENTU10109VU1(D0')DNEWASPHALT/PAVEMENTm_.0'3I\)U)(A)Locust0'1hLocust0'!U10'10')WIIIow0‘!\I12'W'IIOW14"15'EXISTINGTOREMAIN‘INIIIOW26"52'WIIIow26"44'‘INIIIOW34"48'I.../Spruce6"10'—CW—WATERLINEI\~-..__._.--‘-Locust3"16'II15II“~—-————-"‘—‘-xwmow24"to+TELE
P
H
O
N
E
LINE.II,FLOO
D
zcIMapb0'1oo0')(D\lOBIRDOFPREY\l_.(—.d-I\I‘JNN(71-tWIIIow6"28'WIIIow20"20'—C—ELECTRICLINEWIIIow30"20'‘INtllow12"16-—+—CABLETVLINE‘INlllow12"20'Wow18..12-—07CHAINLINKFENCE.‘INIIIOW18"16''‘INIIIOW18"15-—II—WOODFENCE‘INIIIOW14"28'‘Nlllow30"60'‘INIIIOW12"28'VWIOW6"40'‘INIIIOW6"40'‘INlllow6"40'‘INIIIOW12"28'‘INIIIOW6"12'‘INIIIOW6"12'Spruce4"12'VVIIIOW14"32'‘INIIIOW14"32'VVIIIOW26"52'‘INIIIOW14"20'‘INlllow10"8'‘INIIIOW14"12'‘INIIIOW16"20'100‘INIIIOW14"28'101Spruce6"12'102VVIIIOW44"40'103‘INIIIOW12"52'104VVIIIow50"60'105‘INIIIOW10"16'106VWIOW8"12'107‘INIIIOW10"12'108‘INIIIOW8"12'109‘Nlllow10"—DEAD4'110‘INIIIOW10"-DEAD4'111VVIIIOW12"16'112‘INIIIOW14"24'113Spruce10"12'\22114‘INIIIOW36"52'‘‘I115Spruce612'\-24I'-"'---__118Spruce812'h--11?Spruce6"12'681744RR_4L0300\l\I\I\J_.o(Don\Im1800000000(11t——_——————LDLDODODOOOD—-O(DOD\|O')EINI'IAiHEIdOHdI_‘i4—_L;RRZ4<I—L‘—44‘!Lo00LQLDLOLDLDLD\ImmhwmLO(Q2019STREAMMARGINREVIEWBOUNDARY\21~——”",__L-118Spruce12'~'V119‘INlllow28'\39-I63.'120wIIIow23"96'\,26121‘INlllow42"28'x122Cottonwood14"26'1\I123Cottonwood10"24'133xfI.—I124BlueSpruce5"7'\/'II.125Cottonwood10"19'yI29'Rr_I126Cottonwood6"12'-...El73..7841’‘127Fir5"11'/3331-128Fir10"17'e.../\30.7.i129Spruce10'““-.I2?IJ130Spruce15'.''---\‘'-7'I132F'(5%_,‘Ir1'?)7.\H.‘133Cottonwood14'\‘134Fir10'I."‘7‘7135Spruce29"28'5049I.x'f,'‘~.'1_I136Aspen7"11'.__——-~""’I35\‘a.137Cottonwood13"17'.,7I138Cottonwood16"18'/7/5h|--.\kEf7,I\1391917Cottonwood.'.'.’l.,/‘//I:.',"//T-.,',/////RS"a.I..,1S..IQZZ'I[R-"R314”36x.7131Spruce6"11'593\i_140Cottonwood9"11':,141Spruce7"13')4]'142Cottonwood10"17'3143Cottonwood10"11'144Cottonwood9"12'145Cottonwood13"20'-..,146Spruce7"13'RR“-147Cottonwood11"15'H“.__148Cottonwood7"13'RR“-'149Cottonwood11"13'R150Spruce7"13'"RH--151Cottonwood13"25'HT“-..__152Spruce3734°48F\(«<\R\\\.A<\\\\:\\S\\r~——-+2E33.\\X#5?-‘<\\X-::t<\\)T21-K\V2ai\"'-..~_153Spruce155Spruce10'SHED156Spruce15?Cottonwood12"17'158Cottonwood14"18'159Cottonwood13"23'160Spruce4"9‘54‘-.______154Spruce5"11'44O5'10‘20'®?—SCALE:1"=100'
022054
��Q Department of the 'Creasury
AJ Internal Revenue Service
In reply refer to: 0441958642
OGDEN UT 84201-0038 June 05, 2009 LTR 4168C EO
23-7042291 000000 00 000
00023924
BODC: TE
ASPEN CENTER FOR ENVIRONMENTAi
STUDIES
100 PUPPY SMITH ST
ASPEN CO 81611-1451
Employer Identification Number: 23-7042291
Person to Contact: L Reed
Toll Free Telephone Number: 1-877-829-5500
Dear Taxpayer:
This is in response to your request of May 27, 2009, regarding your
tax-exempt status.
Our records indicate that a determination letter was issued in
October 1969, that recognized you as exempt from Federal income tax,
and discloses that you are currently exempt under section 501(c)(3)
of the Internal Revenue Code.
Our records also indicate you are not a private foundation within the
meaning of section 509(a) of the Code because you are described in
section(s) 509(a)(1) and 170(b)(1)(A)(vi).
Donors may deduct contributions to you as provided in section 170 of
the Code. Bequests, legacies, devises, transfers, or gifts to you or
for your use are deductible for Federal estate and gift tax purposes
if they meet the applicable provisions of sections 2055, 2106, and
2522 of the Code.
If you have any questions, please call us at the telephone number
shown in the heading of this letter.
Sincerely yours,
KM_0_'*tT'
Rita A. Leete
Accounts Management II