HomeMy WebLinkAbout1.0 Application
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-county.com
LAND USE CHANGE PERMIT
APPLICATION FORM
TYPE OF APPLICATION
Administrative Review Development in 100-Year Floodplain
Limited Impact Review Development in 100-Year Floodplain Variance
Major Impact Review Code Text Amendment
Amendments to an Approved LUCP
LIR MIR SUP
Rezoning
Zone District PUD PUD Amendment
Minor Temporary Housing Facility Administrative Interpretation
Vacation of a County Road/Public ROW Appeal of Administrative Interpretation
Location and Extent Review Areas and Activities of State Interest
Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act
Pipeline Development Variance
Time Extension (also check type of original application)
INVOLVED PARTIES
Owner/Applicant
Name: ________________________________________________ Phone: (______)_________________
Mailing Address: ______________________________________________________________________
City: _______________________________________ State: _______ Zip Code: ____________________
E-mail:_______________________________________________________________________________
Representative (Authorization Required)
Name: ________________________________________________ Phone: (______)_________________
Mailing Address: ______________________________________________________________________
City: _______________________________________ State: _______ Zip Code: ____________________
E-mail:_______________________________________________________________________________
PROJECT NAME AND LOCATION
Project Name:
_____________________________________________________________________________________
Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___
Physical/Street Address: ________________________________________________________________
Legal Description: ______________________________________________________________________
_____________________________________________________________________________________
Zone District: ___________________________________ Property Size (acres): __________________
PROJECT DESCRIPTION
Existing Use: __________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Proposed Use (From Use Table 3-403): _____________________________________________________
Description of Project: __________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
REQUEST FOR WAIVERS
Submission Requirements
The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section: ______________________________ Section: _________________________________
Section: ______________________________ Section: _________________________________
Waiver of Standards
The Applicant is requesting a Waiver of Standards per Section 4-118. List:
Section: ______________________________ Section: _________________________________
Section: ______________________________ Section: _________________________________
I have read the statements above and have provided the required attached information which is
correct and accurate to the best of my knowledge.
______________________________________________________ __________________________
Signature of Property Owner Date
OFFICIAL USE ONLY
File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________
=G Garfield County
Community Development Department
108 gth Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-countv.com
TAX PARCEL NUMBER: 2123-242-00-176
PROJECT: Oddo Accessory Dwelling Unit (ADU)
OWNER: Bob and Hillery Oddo
PRE-APP DATE: 1/13/16
PRACTICAL LOCATION: 2425 County Road 137, Glenwood Springs, CO 81601
ZONING: Rural
COMPREHENSIVE PLAN: Residential Medium High (2 -< 6 Ac/DU)
TYPE OF APPLICATION: Administrative Review for Accessory Dwelling Unit
I. GENERAL PROJECT DESCRIPTION
The Applicant is proposing to construct an accessory dwelling unit within an existing barn
located on their 35 acre parcel located off of County Road 137. The barn would be
remodeled to add the ADU unit on the second level of the structure. The unit is proposed
to be approximately 720 sq.ft. in size. It would be served by a shared domestic well and an
existing onsite waste water treatment system (OWTS). Documentation of the adequacy of
the existing facilities to serve the ADU will be required.
The property is also improved with an existing single family dwelling, access driveways,
and related rural residential/agriculture type of improvements. All other utilities are existing
and in place to the site and the barn structure. No additional site disturbance is anticipated.
II. SUMMARY OF REGULATORY PROVISIONS REQUIRED TO ADDRESS
• Garfield County Comprehensive Plan 2030 as amended
• Garfield County Land Use and Development Code as amended
o Article Ill , Zoning
• Rural Zone District -Lot/Building Requirements (Table 3-201) and Use
Table (Table 3-403)
o Article IV, Application and Review Procedures
• Administrative Review Process (Section 4-103)
• Common Review Procedures (Section 4-101)
• Table 4-102 Common Review Procedures and Required Notice
• Application Materials (Table 4-201 and Section 4-203)
o Article VII, Standards -Division 1 General Standards, Division 2 General
Resource Protection Standards, Division 3 Site Planning -as
applicable
• Additional Standards Applicable to an Accessory Dwelling Unit
(Section 7-701 see excerpt below)
A. Maximum Floor Area.
The Floor Area of an ADU shall not exceed 1,500 square feet
for a lot less than 4 acres. The Floor Area of an ADU shall not
exceed 3,000 square feet for any lot 4 acres or greater.
B. Ownership Restriction.
An ADU is restricted to leasehold interest in the dwelling unit
and is for residential or Home Office/Business use only.
C. Compliance with Building Code.
Construction shall comply with the standards set forth in this
Code and with Building Code requirements.
D. Minimum Lot Area.
The minimum Lot Size for an ADU is either:
1. 2 acres, or
2. For lots in zone districts with a minimum Lot Size of less than 2
acres, the minimum Lot Size is twice the minimum required Lot
Size.
E. Entrance to Dwelling Unit.
A separate entrance to the Accessory Dwelling Unit is required.
Ill. ADMINISTRATIVE REVIEW PROCESS
The Application will follow the Administrative Review Process contained in Sections 4-101,
4-103 and Table 4-102:
1. Pre-application Conference
2. Submittal of 3 hard copies of the Application along with 1 electronic copy.
3. Review by staff for technical completeness.
4. If technically complete the Applicant will be notified and the request scheduled for a
decision by the Director.
2
5. If not technically complete the Applicant will be advised of the deficiencies and has 60
days to correct them.
6. The complete Application is referred to various agencies for comments.
7. A minimum of 15 days prior to the Director's Decision, the Applicant shall complete
the public notice mailing by certified mail to adjacent property owners within 200 ft.
and certified mail/return receipt requested to mineral rights owners on the property.
8. Staff prepares a report including public and referral comments.
9. The Director's Decision is documented by letter as of the noticed date.
10. Director issues the Land Use Change Permit ten days following the Decision if no
requests for a call-up are received and if all conditions of approval have been met.
11. The Applicant has one year to complete all conditions of approval.
IV. SUMMARY OF SUBMITTAL REQUIREMENTS -KEY TOPICS
The pre-application discussion covered the basic submittal requirements as outlined in the
Land Use and Development Code and summarized below:
• General Application Materials (application forms, agreement to pay form, Statement
of Authority for Trusts, authorization to represent, payment of fees etc.)
• Evidence of ownership such as a deed for the property and title work if available
• Narrative description of the proposal
• List of property owners within 200 ft. and any mineral rights owners on the property.
Information on how mineral rights research was completed should be provided.
• Vicinity Map (including the area generally within 3 miles of the site)
• Site plan with information on proposed location of the ADU, other existing structures,
and significant features on the property (i.e. easements, utilities, ditches etc.)
• Information on grading and drainage needs to be provided or waivers requested.
The Application may reference previous information provided with original building
permit submittals.
• Landscaping Plans are not required for ADU's.
• Impact Analysis (waivers may be requested from some sections}.
• Information to address applicable sections of Article 7, Division I, II, and Ill including
Standards for ADU's, Comprehensive Plan consistency, information on utilities and
geologic hazards such as soils. Application formatting that address each section of
Article 7 are recommended
• Information on legal access, physical access, and compliance with Roadway
Standards Table 7-107 (a roadway waiver may be requested, criteria is attached).
• Traffic Study (a waiver may be requested).
• Water supply plan and supporting documentation (well permits, contracts with water
conservancy district if needed, pump testing, and water quality testing}. Waivers
requesting deferral of testing requirements as a condition of approval may be
considered.
• Waste Water Plans and supporting documentation
• Development Agreements and Improvements Agreements are not applicable.
The Application submittal needs to include 3 hard copies of the entire Application and 1
Digital PDF Copy of the entire Application (on a CD or USB Stick). Both the paper and
digital copies should be split into individual sections. Please refer to the pre-application
summary for submittal requirements that are appropriate for your Application.
WAIVERS
The Applicant may request waivers from submittal requirements in accordance with Section
4-202 and from Standards in accordance with Section 4-118 of the Land Use and
Development Code. Both sections contain review criteria for approval of waivers which
need to be addressed in the application submittals. A follow-up discussion with Staff on
anticipated waiver requests is an option and recommended for this type of proposal.
V. APPLICATION REVIEW
a. Review by: Staff for completeness recommendation and referral agencies for additional
technical review
b. Public Hearing: _!_Director
_Planning Commission
_ Board of County Commissioners
_ Board of Adjustment
c. Anticipated Referral Agencies may include but are not limited to:
Garfield County Road and Bridge
Garfield County Consulting Engineer
Garfield County Attorney
Fire Protection District
Garfield County Environmental Health Manager
Garfield County Vegetation Manager
Garfield County Building Department
Division of Water Resources
VI. APPLICATION REVIEW FEES
a. Planning Review Fees:$ 250.00
b. Referral Agency Fees: $ __ na__ (may be billed separately)
c. Total Deposit: $ 250.00 (additional hours are billed at$ 40.50 /hour)
VII. GENERAL APPLICATION PROCESSING
Planner reviews the case for completeness and sends to referral agencies for comments.
Planner will contact the Applicant and set up a site visit. Planning Staff reviews application
to determine if it meets standards of review. Planner makes a recommendation of approval,
4
approval with conditions, or denial to the appropriate hearing body which in the case of
Administrative review is the Director of the Community Development Department.
VIII. DISCLAIMER
The foregoing summary is advisory in nature only and is not binding on the County. 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. This summary does not create a
legal or vested right.
IX. PRE-APPLICATION SUMMARY PREPARED BY:
Glenn Hartmann
Senior Planner
Date I '
5
A. Section 4-103 Administrative
Garfield Co1111ty
Administrative Review Process
(Section 4-103)
Step 1: Pre-application Conference
•May be waived by Director
•Applleant has 6 months to submlt 1pplleatlon
~-,._ . • .._ • _!--...... ~-·"' 7 -• , , r ~r
~tep 2: Application Submittal · ,
' ... -'. . .
Step 3: Completeness Review
•10buslness days to review
•If Incomplete, 60 davs to remedy deficiencies
Step 4: Schedule Decision Date and Provide Notice
•Malled to adjacent property owners within 200 feet and mineral owners
at least 15 days prior to decision date
Step 5: Referral
•21 day comment period
Step 6: Evalution by Director
Step 7: Director's Decision
•Call-up Period • within 10 days of Director's Decision
•Applkant has 1 year to meet any conditions of approval
6
EXCERPT FROM
COMPREHENSIVE
PLAN FUTURE LAND
USE MAP
APPLICANT'S SITE
Canyon Cre k
Future Land Use Map
Garfield County Comprehensive Plan 2030 as Amended
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a Amad~f3mlnJ RnAl 16TO•IOActlu}
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7
Policy 01-14
Waivers for Roads and Demonstration of Compliance
Section 7-107, Access and Roadways, of the Garfield County Land Use and Development Code (LUDC) requires all
roads to be designed lo provide for "adequate and safe access" and reviewed by the designated County Engineer. The
LUDC defines "road" as "a County road, State highway, public road, street or alley, or private thoroughfare which affords
primary access lo abutting property, excluding a driveway accessing a single property."
The LUDC defines "private road" as "a right-of-way constructed, established, owned, and maintained by a private party
for access exclusively to private property." Many of the roads in Garfield County are private roads in that they are gated
and do not serve the general public and they pre-existed the design currently required by the County's Road Standards as
defined in Table 7-107.
The LUDC allows for the waiver of specific standards provided that the following criteria have been met: I) an
alternative design achieves the intent of the subject standard lo the same or better degree and 2) the proposed alternative
will impose no greater impacts on adjacent properties than would occur through compliance with the specific standard
(Section 4-118).
In applications that include roads that do not meet curre nt County road standards as outlined in Table 7-107, the County
has asked that Applicants request a waiver of Section 7-107.F, Design Standards, and include in the Application submittal
sufficient information, prepared by a professional qualified in the specific discipline, to demonstrate that they meet the
criteria outlined in Section 4-118 for granting a waiver. In doing so, the application must include:
A Statement of Adequacy -The evaluation of the existing roadway and waiver will need lo include a clear
statement that finds that the road will be adequate for the proposed use. This statement must be signed by a
professional engineer qualified in traffic engineering and licensed by the State of Colorado. To support this
evaluation, the following information will be required to be provided:
o Geometry of the road - A description of how the private road does/does not meet the design standards
in Table 7-107. This should include a chart that compares the private road design to those standards in
Table 7-107, as well as a map that shows the existing road design and highlights those areas that deviate
from the standards. A narrative may also be helpful in describing the characteristics of the road as they
compare to. Table 7-107 design standards. Unless available, this is not intended lo imply construclion-
level drawings.
o Safety/Structural Issues - A description of obvious safety and/or structural issues observed and a
statement about how these issues will be addressed.
o Maintenance - A description of how the road is and/or will be maintained. This should be supported
with the submittal of any existing or proposed maintenance agreements for the road sections.
o Travel Demand -An accurate count of the existing peak travel demand as well as the Average Daily
Traffic on the road . This should also include the types of vehicles that currently use the road as well as
the additional amount and type of traffic that the proposed use will generate through all phases of its
development.
Other Evidence of Compliance. In addition, Sections 7·107.A, B, C, D, and E are re quired to be addressed,
which includes documentation about legal access . Sufficient evidence will be required to be submitted to
demonstrate compliance with these sections of the Code.
8
Garfield County
March 16, 2016
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Community Development Department
RE: Completeness Review Oddo Accessory Dwelling Unit (GAPA-03-16-8430)
Dear Hillery and Bob:
Thank you for the detailed submittals you have provided in regard to your Accessory
Dwelling Unit Application. Our completeness review included input from the County
Attorney's Office and has identified a couple relatively minor items that need to be
addressed or clarified prior to a determination of technical completeness. Please
respond to the following items:
1. Please provide a signed copy of your agreement to pay form.
2. The Request for Waivers section on page two of the Application can be
simplified by removing the specific code sections currently noted and referencing the
Waiver Summary in Tab #3 similar to the current asterisk/footnote. The sections
currently noted are not consistent with the rest of the application.
3. The Waiver Summary in Tab #3 should make reference to the submittal waiver
criteria contained in Section 4-202. Examples include the size and scope of the project
(Criteria #2), but can also indicate that the waivers do not compromise a proper and
complete review (Criteria #3) or that the information is not material to describing the
proposal or demonstrating compliance (Criteria #4).
4. The Impact Analysis Section in Tab #8 should include a specific waiver request
from the Environmental Impacts Section including wildlife and habitat studies. Minor
reformatting of other information noted is recommended to clearly address other
applicable sections of the Impact Analysis.
Once the above topics are addressed we can finalize our completeness review and
schedule a date for your Director's Decision. Please note that the Garfield County Land
Use and Development Code requires that the technical completeness issues be
resolved within 60-days of the date of this letter, otherwise the application will be
deemed withdrawn unless a request for extension is submitted and approved.
Please feel free to contact me with any questions on the completeness topics noted
above or if you need clarification on any of the items.
~:-v~
Glenn Hartmann
Senior Planner
PAYMENT AGREEMENT FORM
GARFIELD COUNTY (“COUNTY”) and Property Owner (“APPLICANT”) ______ ____
______________________________________________________________________ agree as follows:
1. The Applicant has submitted to the County an application for the following Project:
__________________.
2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as
amended, establishes a fee schedule for each type application, and the guidelines for the
administration of the fee structure.
3. The Applicant and the County agree that because of the size, nature or scope of the
proposed project, it is not possible at this time to ascertain the full extent of the costs
involved in processing the application. The Applicant agrees to make payment of the Base
Fee, established for the Project, and to thereafter permit additional costs to be billed to the
Applicant. The Applicant agrees to make additional payments upon notification by the
County, when they are necessary, as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the
consideration of an application or additional County staff time or expense not covered by
the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay
additional billings to the County to reimburse the County for the processing of the Project.
The Applicant acknowledges that all billing shall be paid prior to the final consideration by
the County of any Land Use Change or Division of Land.
I hereby agree to pay all fees related to this application:
Billing Contact Person:_____________________________________ Phone: (_____)___________________
Billing Contact Address: ___________________________________________________________________
City: ______________________________________________ State: _______ Zip Code: ________________
Billing Contact Email: _____________________________________________________________________
Printed Name of Person Authorized to Sign: ___________________________________________________
______ ________________________________
(Signature) (Date)
Bob and Hillery Oddo
Barn ADU Proposal
Submittal Requirements included in this Report
1. General Application Materials (application forms, Agreement to Pay Form, Statement of
Authority for Trusts, authorization to represent, payment of fees, etc.)
2. Evidence of ownership
3. Narrative description of the proposal/Waiver Summary
4. List of property owners within 200 ft. and any mineral rights owners on the property
5. Vicinity Map
6. Site plan with information on proposed location of ADU, other existing structures, and
significant features on the property
7. Information on grading and drainage
8. Impact Analysis and Environmental Impacts, including waivers
9. Applicable sections of Article 7, Divisions 1, 2, and 3 including Standards for ADU’s,
Comprehensive Plan consistency, information on utilities and geologic hazards such as
soils.
10. Information on legal access, physical access and compliance with Roadway Standards
Table 7-107
11. Traffic Study (waiver requested)
12. Water supply plan and supporting documentation
13. Waste water plans and supporting documentation
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Account Number jParc:INo IOwnerName )In Care Of I Mailing Address 1 [Address 2 ]Otv ! State [ZioCode Situs House Number I Street Name I Designation [City [Lip Code
R040382 [ 212324200171 [HOLM, SCOTT A & PAMElA J I I I 374S DREXEL COUR I [EAGAN [MN I 55123 I NEW CASflE I 8164;
R041005 [ 212324100189 Ol<ANELA BARN LLC l [ 141 E MEADOW DRIVE, SUITE 211 [VAIL [co I 81657 2518 [ 137 COUNTY \RD GLENWOOD SPRINGS I 8160l
R041005 [ 212324100189 OKANELA BARN LLC I I [141 E MEADOW DRIVE, SUITT 211 jVAIL [co I 81657 2518 \ Ci\NYON CREEK l RD GLENWOOD SPRINGS l 81601 I
R040371 [ 212324300158 1ANKERSLEY,TERRELL H & PAI RICIA S lcHEVRON BAUl<PAP.~N POUCH \PO BOX5095 jBELL~IRE In< l 77402 2068 [ 137 COUNTY \RO GLENWOOD SPRINGS [ 81601
R040371 I 212324300153 TANKERSLEY.TERRELL H & PATRICIA 5 I [CHEVRON BALll<PAPAN POUCH [PO BOXS095 [BELLAIRE [TX I 77402 2068 I CANON CREEK [RD GLENWOOD SPRINGS 1 81601
R006182 j 212324200176 ODDO, ROBERT A & HILLERY S I I [2425 COUNTY ROAD 137 [GLENWOOD SPRINGS [CO I 81601 2425 \137 COUNTY \RD !NEW CASTLE l 81641
R006182 ) 212324200176 ODDO, ROBERT A & HILLERY S I I 12425 COUNTY ROAD 137 )GLENWOOD SPRINGS [CO I 81601 2425 [CANON CREEK jRD !GLENWOOD SPRINGS I 81601 ,
R0403S6 \ 212325100957 I BUREAU OF LAND MANAGEMEN I [COLORADO RIVER VALLFY FIELD OFFICE l j2300 RIVER FRON I AGE ROAD [SILT !co I 81652 I 1 NEW CASTLE l 8164/t
R005344 [ 212324100173 I ((NOBEL. PETER & PATRICE I I j 392 MILL CREEK CIRCL& \VAIL !co I 81657 2439\137 COUNTY j RD GLENWOOD SPRINGS l 81601 1
R005344 \ 212324100173 [KNOBEL. PETER & PATRICE I I j 392 MILL CREEK CIRCLE !VAIL [co I 81657 2439 j CANON CREEK \RD [GLENWOOD SPRINGS I 8160l j
R040362'" [ 212324200152 TREXLER, GENE & CYNTrllA P I I \20814 9TH AVENUE W \CUDJOE KEY [FL i 33042 2121\137 COUNTY 1RD GLENWOOD SPRINGS [ 31601
R040362 [ 212324200152 jTREXLER, GENE & CYNTHIA P I I f20814 9TH AVENUE W [CUDJOE KEY [FL I 33042 2121 I CANON CREEK 1RD JGLENWOOO SPRINGS -[ 81601 1
'-) )
AQUA TEC SYSTEMS, INC.
P.O. BOX 488
GLENWOOD SPRINGS, CO 81602
2/5/2016
ROBERT ODDO, P.E.
ODDO ENGINEERING, INC.
713 COOPER AVENUE, SUITE 200
GLENWOOD SPRINGS, CO 81601
TO WHOM IT MAY CONCERN:
ON JANUARY 27, 2016 AQUA TEC REVIEWED THE WATER SYSTEM CURRENTLY IN USE FOR THE ODDO
RESIDENCE AT 2425 COUNTY ROAD 137 (CANYON CREEK). IT IS MY OPINION THAT THE EXISTING
SYSTEM WILL BE MORE THAN ADEQUATE TO SUPPLY WATER TO THE ADU PLANNED FOR THE FUTURE.
THE ADDITION OF A REVERSE OSMOSIS FILTER WILL BE A GREAT FEATURE TO PROVIDE QUALITY
DRINKING WATER FOR COOKING, COFFEE, ICE AND SUCH TO THIS PLANNED HOUSE. WITH A WATER
SUPPLY PIPE TO BE 1" OR LARGER WE THINK THAT IT COULD HANDLE UP TO 3 BATHS, KITCHEN, AND
LAUNDRY USING CONVENTIONAL FIXTURES.
COLORADO DIV.OF WATER RESOURCES LICENSE #1106
Oddo ADU
Land Use Change Permit Application
2425 County Road 137
Glenwood Springs, CO 81601
ARTICLE 7 STANDARDS
DIVISION 1. GENERAL APPROVAL STANDARDS
7-101. ZONE DISTRICT USE REGULATIONS.
Compliant – Finishing 825 sq. ft. ADU within existing barn on 35 acre parcel.
7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS
Compliant – Two units on 35 acres is well within density requirements.
7-103. COMPATIBILITY.
ADU is compatible with adjacent residential land uses.
7-104. SOURCE OF WATER.
A. BOCC Determination.
Water source is from existing well that is permitted for 3 dwellings. In addition, water is
softened and treated via reverse osmosis. (See tab 12)
B. Determination of Adequate Water.
Well water is treated and safe for drinking. (See tab 12, Aqua Tec Report)
7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS.
A. Water Distribution Systems.
As covered in 7-104A and B
B. Wastewater Systems.
ADU has independent 1,000 gallon septic take which goes into existing leach field
approved by Sopris Engineering report. (See tabs 6 and 13)
7-106. PUBLIC UTILITIES.
All utilities in place prior to finishing of ADU. Barn has 500 gallon propane tank to be used for
radiant heat and hot water heater.
A. Adequate Public Utilities.
B. Approval of Utility Easement by Utility Company
C. Utility Location.
D. Dedication of Easements
E. Construction and Installation of Utilities.
F. Conflicting Encumbrances.
7-107. ACCESS AND ROADWAYS
ADU will be using original 12 ft wide existing driveway with 10 feet of asphalt that never exceeds
12% grade. Please see application for driveway permit. (See tab 10)
A. Access to Public Right-of-Way.
B. Safe Access.
C. Adequate Capacity
D. Road Dedications
E. Impacts Mitigated
Page 1 of 7
Oddo ADU
Land Use Change Permit Application
2425 County Road 137
Glenwood Springs, CO 81601
F. Design Standards.
7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS.
No identifiable geologic or natural hazards on property based on report from Sopris Engineering
for adjacent property which addresses local geology. (See tab 8)
7-109. FIRE PROTECTION
ADU is within Glenwood Springs and Rural Fire Protection District. Adequate fire protection
provided within 7 miles by West Glenwood Fire Department. Have supplemental fire protection
with exiting pond with fire hydrant in place. The perimeter of the barn is easily accessible on all
sides of the building.
A. Adequate Fire Protection.
B. Subdivisions.
Page 2 of 7
Oddo ADU
Land Use Change Permit Application
2425 County Road 137
Glenwood Springs, CO 81601
ARTICLE 7 STANDARDS
DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS.
ADU will be in existing steel barn and will not interfere with agricultural lands, wildlife habitat
areas, waterbodies, drainage and erosion, environmental quality, wildfire hazards, natural and
geologic hazards or any reclamation. See inclusions.
7-201. AGRICULTURAL LANDS.
ADU will be residential and will not interfere with agricultural lands.
A. No Adverse Affect to Agricultural Operations.
B. Domestic Animal Controls.
C. Fences
D. Roads.
E. Irrigation Ditches.
7-202. WILDLIFE HABITAT AREAS.
ADU will be located in existing barn and will have very limited impacts to wildlife habitat areas.
Native vegetation has been preserved around the barn/ADU.
A. Buffers.
B. Locational Controls of Land Disturbance.
C. Preservation of Native Vegetation.
D. Habitat Compensation.
E. Domestic Animal Controls. – Horses are in fenced areas.
7-203. PROTECTION OF WATERBODIES.
The ADU is not located by any waterbodies.
A. Minimum Setback.
B. Structures Permitted In Setback.
C. Structures and Activity Prohibited in Setback.
D. Compliance with State and Federal Laws.
7-204 DRAINAGE AND EROSION.
The following systems are in place to allow for positive drainage – gutters with downspouts on
the north and south ends of the building, a sloped concrete apron on three sides of the building
and a 12” diameter corrugated drainpipe beneath the west concrete apron for drainage from the
north side of the building (See tab 7).
A. Erosion and Sedimentation.
B. Drainage – (See tab 7)
C. Stormwater Run-Off.
7-205. ENVIRONMENTAL QUALITY.
ADU will minimally affect air or water quality.
A. Air Quality.
B. Water Quality.
Page 3 of 7
Oddo ADU
Land Use Change Permit Application
2425 County Road 137
Glenwood Springs, CO 81601
7-206. WILDFIRE HAZARDS.
ADU is not located on steep slope and is housed in a metal building with a metal roof.
A. Location Restrictions.
B. Development Does Not Increase Potential Hazard.
C. Roof Materials and Design.
7-207. NATURAL AND GEOLOGIC HAZARDS.
ADU is not located in avalanche hazard area or area with identifiable landslide, rockfall or
alluvial fan hazards. The site slope is less than 20%. (See tab 8)
A. Utilities.
B. Development in Avalanche Hazard Areas.
C. Development in Landslide Hazard Areas.
D. Development in Rockfall Hazard Areas.
E. Development in Alluvial Fan Hazard Area.
F. Slope Development.
G. Development on Corrosive or Expansive Soils and Rock.
H. Development in Mudflow Areas.
I. Development Over Faults.
7-208. RECLAMATION.
Does not apply.
A. Applicability
B. Reclamation of Disturbed Areas.
Page 4 of 7
Oddo ADU
Land Use Change Permit Application
2425 County Road 137
Glenwood Springs, CO 81601
ARTICLE 7 STANDARDS
DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS.
Design is compatible, parking available, landscaping and downward lighting in place in parking
and walking areas around barn. Able to provide adequate snow removal to allow for access to
ADU and parking at all times. See inclusions.
7-301. COMPATIBLE DESIGN
ADU will be consistent adjacent residential land uses.
A. Site Organization.
B. Operational Characteristics.
C. Buffering.
D. Materials.
7-302. OFF-STREET PARKING AND LOADING STANDARDS
ADU will have off street parking with at least two parking spaces at the location of the ADU.
There is adequate parking for both the house and ADU.
A. Off-Street Parking Required.
B. Off-Street Loading Required.
C. Continuing Obligation.
D. Location of Required Parking Spaces.
E. Loading and Unloading.
F. Parking and Loading Area Surface.
G. Minimum Dimensions of Parking Areas.
H. Compact Car Spaces.
I. Minimum Dimensions of Loading Berths.
J. Handicapped or Accessible Parking.
K. Unobstructed Access.
L. Tandem Parking.
M. Backing Onto Public Streets Prohibited.
N. Access Driveways.
Page 5 of 7
Oddo ADU
Land Use Change Permit Application
2425 County Road 137
Glenwood Springs, CO 81601
O. Parking and Loading Area Landscaping and Illumination.
7-303. LANDSCAPING STANDARDS – Does not apply to ADU.
A. General Standards.
B. Multi-Family Development.
C. Subdivision, PUD, and Rural Land Development Exemption.
D. Plants Compatible with Local Conditions.
E. Existing Vegetation.
F. Minimum Size.
H. Parking and Storage Prohibited.
I. Clear Vision Area.
J. Landscaping Within Off-Street Parking Areas.
7-304. LIGHTING STANDARDS
The barn/ADU has existing down lighting at exterior doors. There are no hazardous lighting, flashing
lights or lights higher than 40 ft.
A. Downcast Lighting.
B. Shielded Lighting.
C. Hazardous Lighting.
D. Flashing Lights.
E. Height Limitations.
7-305. SNOW STORAGE STANDARDS –
There is adequate room for snow storage which will not affect parking.
A. Minimum Area.
B. Storage in Parking Spaces Prohibited
C. Storage in Yards and Open Space Permitted.
D. Storage on Public Roadways Prohibited.
E. Drainage.
7-306. TRAIL AND WALKWAY STANDARDS - Does not apply to ADU.
A. Recreational and Community Facility Access.
B. Safety.
C. Maintenance.
Page 6 of 7
Oddo ADU
Land Use Change Permit Application
2425 County Road 137
Glenwood Springs, CO 81601
ARTICLE 7 STANDARDS
DIVISION 7. ADDITIONAL STANDARDS FOR RESIDENTIAL USES.
7-701. ACCESSORY DWELLING UNIT
A. Maximum Floor Area. The proposed ADU is to be 825 sq. ft. on a 35 acre lot.(See tab 6)
B. Ownership Restriction. To be used only for leasehold interest.
C. Compliance with Building Code. See permit in this section.
D. Minimum Lot Area. ADU is on 35 acre parcel of land.
E. Entrance to Dwelling Unit. ADU has separate entrance.
F. One per Lot. Only one ADU on site.
Page 7 of 7
Page 1of1
http://garfield.valuewest.net/attachmentshandler.ashx? AttachmentID=8fl 119d 1-dc81-4d26. .. 1/18/2016
Building Plan Review
Description of Work: Barn/ storage
Bin#: 0
)ocation Address: 2425CR137
Glenwood Springs, CO
Case Manager: David Bartholomew
Plan Case Number: BLDG-5-10-6440
Parcel: 212324200176
Application Date: 05/28/20IO
Building
/ Engineered Foundation
rJ//I Driveway Permit
~ Surveyed Site Plan
~ Septic Pennlt and Setbacks
/ Grade/Topography 30%
/ Attach Residential Plan Review List
/ Minimum Application Questionnare
fJ/A Subdivision Plat Notes I
tJ/ll Fire Department Review
I
t/ Valuation Detennination/Fees
~ Red Line Plans/Stamps/Sticker
~ Attach Conditions
/" Application Signed
v/ Plan Reviewer To Sign Application
~ Parcel/Schedule No.
/U/ll 40# Snowload Letter -Manu. Homes ,.
/J/A Soils Report I
Contacts
Owner: Robert Oddo
Applicant: Robert Oddo
Applicant Phone: 970-945-1006 Em alt
Planning/Zoning
,/ Property Line Setbacks
;V/A 30ft Stream Setbacks
I ;J/A Flood Plain
!/ Building height
/ Zoning Sign-off
tJ/11 -Road Impact Fees
AJ/A HOAJDRC Approval ,
AJ/11 Grade/Topography 40% ~ Planning Issues
Njl/
Subdivision Plat I
General Comments:
4~ JaJtrbu: 7'~6/ 8"t!16ft pt,Ht>r4eJ·,
/PJ'm1/ /°t't
!'I 4>1 jW;(,IA! he
7.?. 06
3
4
5
6
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8th Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003
www.garfield-countv.com
<JI
7 Sq. Ft. or Acres of Lot: Height: No. of~rs:
8 Use of Building:
9 Describe Work:
10 Class of Work:
ew o Alteration o Addition
11 Garage: Septic:
o Attached o Detached oCommunil
12 Driveway Pennit: Owners valuation of $ 400 0
NOTICE
Authority. 11ris application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agenL If the signature below is not that of the Owner, a separate
Jetter of authority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for pwposes of inspections by the Building Department.
Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Pennit, (3) another permit required for use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Pennit
Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance nod if work is suspended or abandoned for a period of 180
days after commencement
CERTIFICATION
. .Creby certify that I have read this Application aod that the information contained above is true and correct I under.;tand that the Building Department accepts the Application, along with the plans
and specifications nod other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy.
Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting pennission to me, as Owner, to construct the structure(s) nod facilities detailed on
the submittals reviewed by the Building DepartmenL
In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federa~ state or local law regulating the work nod the Garfield County Building
Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Pennit may be suspended or revoked, upon notice from the County, if the location,
construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law.
I hereby grant permission to the Building Department to enter the property, described above, 10 inspecl the work. I further acknowledge tbal the issuance of the Building Penni! d~ not prevent the
Building Official from; (I) requiring !he correction of errors in the submiltals, if any, discovered after issuance; or (2) slopping construction or use of the structure(s) or facility(ies) if such is in violation
of County Regulation(s) or any other applicable Jaw.
Review of this Application, including submittals, and inspections of the work by the Building Departmenl do not constitute an acceptance of responsibilily or liability by the Counly of error.;, omissions
or dis · s the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and Counly Regulations res! with me and my authorized agents, including without
1J • ti on m archl t designer, en · ran or bu·
REBY C WLEDGE Tl OVE:
0
DATE
STAFF USE ONLY
Special Conditions:
Fv..--1-ure Aoll yit>f perm1-lkol ~ A-fffldU/I'(.
Adjusted Valuation: Plan C}:'orl.-14'.o.o• I PP.rmit Fee: Mann home Fee: Misc Fees:
$ 3 6,, &" tft?. .ffD. -433~ 1Jf I Jl.5/2. 'If ~
ISDSFee: Total Fees: Fees Paid: Balance Due: BP No & Issue Date: ISDS No & Issued Date: 1,, 7~.~ CJtB.5 ~"33.oq ~@.S, l/5" 1sww
_)tbacks:p:-I? s OCCGroup: Const Type: Zoning:"'
50 -Z-5-10 u_ -1LB
-47~/~ 6/?~'1 4~/~ 6/¥0
APPROVAL DATE APPROVAL DATE
Garfield County
Building & Planning Department
108 8th Street Suite 401
Glenwood Springs , CO 81601-
Phone: (970)945-8212 Fa x: (970)384-3470
Project Address
2425CR137
Glenwood Springs, CO
Owner Information
Robert Oddo
Parcel No.
212324200176
Address
2425 CR 137
Subd ivision
Pennit NO. BLRE ~S-10-1 5 66
Permit Type: Re sldenti al Build ing
Issue Date: 6/4/2010
Section
Phone
970-945-1006
Worl< Classification; New
Pe1T11it Status; Active
Expires: 12/01/2010
Township Range
Cell
Glenwood Springs CO 81601
Contractor{s} Phone Primary Contractor Required Inspections:
For Inspections call: 1 (888)868-5306
Proposed Construction I Details
$ 36,828.00 Inspection IVR
Barn/ storage Valuation:
Total Sq Feet: 2046 Footers 105
Foundation Walls 110
FEES DUE FEES PAID Framing 115
Drywall 120
Fee Amount Inv Total Paytype Amt Paid Amt Due Flnal 125
Final 125
Misc 135
Plan Check Fee $333.09 Inv# BLRE-5-10-20250 Insulation 160
'~sidential Building Fee $512.45 $ 845.54 Check# 1469 $333.09 Grout 175
.>tal: $845.54 Credit Card $512.45 Mechanical 405
$ 0.00 UG Plumbing 605
Rough Plumbing 610
Gas 620
IMPORTANT : APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS
AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: Applicant Copy
1. Final inspection of the wor1< au thorized by th is permit is required . A Certificate of Occupancy must be obtained prior to use and
occupancy of new buildings, structures and remodeling wor1<.
This permlllplan review expires by time limitation and becomes null and void it the work authorized by the permit Is not commenced withi n 180 days from the date of permit Issuance or if the permit
is not obtained within 180 days from the date of plan submittal. This permit expires and becomes null and void if any work authorized by this permit Is suspended or abandoned for 180
consecutive days or II no progressive work has been verified by passing a required County Inspection !or a period of 180 consecutive days.
Friday, June 4, 2010 1
I
Garfield County
Building & Planning Department
108 8th Street Suite 401
Glenwood Springs, CO 81601-
Phone: (970)945-8212 Fax: (970)384-3470
Project Address Parcel No.
2425CR137
Glenwood Springs, CO
212324200176
Owner Information Address
Robert Oddo 2425 CR 137
Subdivision
Permit NO. SEPT-5-10-1567
Permit Type: Septic Pennit
Work Classification: New
Permit Status: Active
Issue Date: 6/4/2010 Expires: 06/04/2011
Section Township Range
Phone Cell
970-945-1006
Glenwood Springs CO 81601
Contractor(s} Phone Primary Contractor Required Inspections:
For Inspections call: 1 (888)868-5306
Proposed Construction I Details
$ 0.00 Valuation: Inspection IVR
Total Sq Feet: 0 Final
I
125
Pere Test 615
FEES DUE FEES PAID
Fee Amount Inv Total Paytype Amt Paid Amt Due
Septic Fee -New $73.00 Inv# SEPT-5-10-20251
ital: $73.00 $ 73.00 Credit Card $73 .00
$ 0.00
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS
AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: Applicant Copy
1. Final inspection of the work authorized by this permit is required. A Certificate of Occupancy must be obtained prior to use and
occupancy of new buildings, structures and remodeling work.
This pennitlplan review expires by time limitation and becomes null and void if the work authorized by the pennlt Is not commenced within 180 days from the date of pennit issuance or if the pennit
is not obtained within 180 days from the date of plan submittal. This pennit expires and becomes null and void If any work authorized by this pennit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by passing a required County Inspection for a period of 180 consecutive days.
Friday, June 4, 2010 1
Ism To I
Robert Oddo
2425CR137
Glenwood Springs, CO
I Return to: I
Garfield County
108 8th Street Suite 401
Glenwood Springs, CO 81601-
Invoice
Garfield County
108 8th Street Suite 401
Glenwood Springs, CO 81601-
Phone: (970)945 -8212 Fax: (970)384-3470
Invoice Number: BLRE-5-10-20250
Invoice Date: May 28, 2010
Permit Number: BLRE-5-10-1566
Permit Ttype ~ Resi dential" Building l Work ·e 1assification : New·
Date
05/28/2010
05/28/2010
Fee Name
Residential Building Fee
Plan Check Fee
. Payments
Date Pay Type
06/04/2010 Credit Card
05/28/2010 Check
Fee Type
Adjustable
Percentage
Total Fees Due:
Check Number
1469
Amount Paid
$512.45
$333.09
Total Paid: $333.09
Fee Amount
$512.45
$333.09
$845.54
~ CQ . 4 · l 0--+ -sn,-r~ 00 -tf>r-~ C. .._I __ 1o_ta_1 o_u_e=-$_0._00 .. I
Friday, June 4, 2010
printReceipt
SALE
BLDG &. Planning GWD
108 8th Street Suite 401
Glenwood Springs, CO 81601
MERCHANT # 941000097881
REF NUM: 015520032589
VISA
************1126
INV NUM: -1566, 1567
DATE: 6/4/2010
AUTH NO: 00401C
AVS:Y
TOTAL:
EXP.:****
TIME: 2:00: 12 PM
CVV : M
$ 585.45
CUSTOMER ACKNOWLEDGES RECEIPT OF GOODS AND/OR
SERVICES IN THE AMOUNT OF THE TOTAL SHOWN HEREON AND
AGREES TO PERFORM THE OBLIGATIONS SET FORTH BY THE
CUSTOMERS AGREEMENT WITH THE ISSUER.
https://www.tridenM.com/Transaction/printReceipt.aspx?transactionlD=7934897
Page 1of1
6/4/2010 I
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FOUNDATION
PLAN
S2
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
March 5, 2016
Re: Grading and Drainage Plan Waiver
Dear Development Department:
We are requesting a Waiver for the Grading and Drainage Plan for our existing barn and
proposed ADU. We built our existing barn structure in 2010 and provided adequate grading and
drainage with assistance from Yancy Nichol and Stephen Burns with Avalanche Excavation. Our
existing drainage system is in place and preforming as constructed with no deficiencies.
See the enclosed as built sketches of the Drainage Plan for our Barn/ADU structure.
Thank you for your consideration.
Sincerely,
Bob and Hillery Oddo
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DRAINAGE
PLAN
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6-1 2-2002 1ca:20At1 FRO' 1 WESTERN COMFOU. INC
71926981996/ £16 V?n,,/m ;__, • LC.. ~'jO'L. (.,..t -( L , ___________________________ ,
I District; I I
I Road: 137 I Q"'"t~ c_
I Permit #: 018-98 O I
l--------~-----------------1
G A R F I E L 0 C 0 U N T V
A P P l I C A T I 0 N F 0 R 0 R I V E llJ A V P E R M I T
04-08-1998 ~·~~U...l ~
I,~~ ROSS (herein called ··Applicant"}, ner&by reQuests
permission and authority f~om the Soard ot Cou~ty Commi~sioners to construct &
dr1ve~ay ~PDroach(es) on tne riont-of-way of Garfield County Road Number 137
adjacent to Apolicent·~ prooe~ty located on the WEST ~ide of the road, a
distanca of 2.4 mil~(s) from I-70 INT. for the puroose of
obtainino access to PR!VATt R£SIDENC£
APDlicant submits nerewith for the consideration and approval
of the Board of County Commissioner~. a sketen of the pro~osed inst~l
lation show1n9 all necessary soecification detail ~neludin9 (I) front-
age of lot along road, <2) distance from centerline of road to
property 11ne, (3) number of drive~~ys reQuested. (4) width of pro-
posed driveway(s) and angle of approach, CS> distanee from driveway
to road inter$&Ct~on, if any, (~) $iZe and shaoe of area separati~g
driveways if mor9 t~an one approach, and (7) setback distance of
buildinQ(~) and other structures or imcrovements.
·~ENfRAl.. ? R o v ! S I a ~ S
F!RSf; Th~ A~olicant represent3 all oarties i~ in~•r~st. and af~irms
:~at t~e driveway acoroach(es) is to be con$tructad by him fer ~h~
bona fide purpos~ of securing access to his prooer:y and not for the
purpose of doi~~ business or servieiog vehicles on the road r~ght-of-•ay.
S~CONO: The A~Pl~~~nt shall furnish all labor ~nd mat~rial$, ~erfor~
all work, and 9ey all costs in connection with tne co~st~uction of t~e
driv~~y(s) ~nd its appurt~nances on th~ rig~t-of-way. ~l! ~or( sh~ll
be comoleted wit~i~ 30 days ~f the Permit data.
THIRD: The type oj construction shall be a$ designat~d and/or aooroved
~~ t~e Soard of County Commissioners or their representative, and all
materials us.ad 3i"l~l l be of satisfact,ory Quali-:.Y and >ubject to i:lsoec-
tion and apcroval of the Soard of Co u nty ComMissio~ers or their
re or e!t~n ta ti"~.
FOURTH: The travel~ng oublic shall b~ protected duri~g the ins:al-
l9tion with prooer warning signs and ~iQoals ~nd the Board of County
Commissionors and their duly aooointed aoents and ~molovees ~hall oa
~eld narmlsss ~~ainst any 3ctlon for oer~ona! injury er property
damng~ s~~tai~~d by ra&son of the exercise of t~e Permit.
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6-1 2-2002 I 0 : 2QAt I FP.Ot1 ~STERN COttFORT. INC 7192698199 P .3
•
FIFTH: The Applicant sha!l assume resconslbllity tor the removal or
clearance of snow, ice or sleet uoon any portion of the driveway ag-
proach (es) even t~ough deoosited on the driveway(s) ln the course of
the County snow removal operations.
SIXTH: In the event it becomes necessary to remove any right-of-~ay
fence, the costs on either side of the entranc& shall be securely
braced before the fence is cut to orevent any slacking of the remain-
ing fence, and all costs and wira removed shall be turned over to the
District Road suoervisor of the Soard of County Co111111issioners.
SEVENTH; No revisions or additions shall oe made to the driveway(s)
or its appurtenances on the right-of-way without the ~r1tten cermis-
sion of the Board of county Commissioners.
EIGHTH: Provisions and specifications outlin~d ~erein shall aco~y on
all roads under the jurisdiction of t~e Board of County commissioners or Garfield County, Colorado, and tne Soec1f1cst1ons, set forth en the
attached ~ereof and incorporated herein as corjitions hereof.
S ~ E C ! A L C C N 0 I T I 0 N S
lCS" CULVERT REQUIREO-t;L~AN UP TREE
GRAVEL AT LEAST 50 ~i ~ROM COUNTY R-0-~
RESPOS19LE FOR TWO YEARS FROM OATE OF C~~Pl~IION
I~ siQning th:s aoolicstion and ucon recP.lving aut~criz~tion and
~~rmission :Q in$:all the cr1ve~a1 aoo~oach(~s) de3crioed n~rein t~e
Applicant >i~nifie~ that he has :ead. unoerst~ncs and ~cceots t~e
foregoing orovisicns ~nd cond~tlons and aQrees to construct the dr~v9-
way(~) ir accorcar.ce witn the accomoanying sueciTicativn p!a~ rev~~~d
a:"ld ~::ior~ved by t?l~ Board ?':' .:aunty sommissio:"'!~~~ .,..,,,.,,,. ~0/
' I <-.t.. ~ __._ ~ft/ ~itne33~ Slgned;-( .'/ ~-' .. # ,·
_.· P~si~ne::.byru.cant>
(!~leonone N~mb~r)
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PfRMJ1 GRANT~C rr;rs '( OAY OF ..... ~; •: '-..\ 19 ' SUBJECi -:-o T}1E ---PROVISIONS, SPECIFICAT!ONS. ANO CONOI:l~NS STIPVLATEO HEREIN.
For aoard of Cou~tY Commissio~er~ of Garfiald Ccun~v. Coloradc
av:~~~-=-,.;;;;;.;-=-.=..::==::::::;:._,--~~~~--~~ -----
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6-12-2082 IQ: 21 Alt ~ROii WESTERN COt~ORT . INC 7192698199 P .4
...
S P E C I F I C A T I 0 N S
I. A driveway acproacn is understood to be that portion of the high-
way riQht-o~-way between the pavement edge and the property line which
is designed and used for the interchange of traffic bet~een the road-
way pavement and tne abutting proper~y.
l. At any 1ntersect1on, a driveway shall be restricted for a 5uf-
ficient distance from the 1ntersection to preserve the normal ond safe
movemeot of traffic. <It 1s recommended for rur~l re~idence entrances
tnat a minimum intersect1on clearance of 50 feet be provided and for
rural commercial entrances a mtn1mum of JOO feet be provided.>
3. All entrances and exits shall be so located and constructed tha:
vehicles approacnin~ or ~slno the• will be eble to obtain adeauate
S~Qht distance in both directions alonQ the hi9hway in order to maneuver
safely and without 1nterfar1ng with highway traffic.
4. The ADPlicant ~hall not be oermitted to erect an~ sign or disglay
material. either fixed or movable, on or extending over any portion
ot the hignway right-ot-wav.
5. Generally, no more than one aporoach shall be allowed any carcel
or prooerty the frontaoe of wh1ch 1s less t~an one hundred (100) feet.
Addi~ional entrances or exlts for oarcels or crocerty having a frontaoe
1n excess of one hundred (100) feet shall be per~itted only after
sn~wiog of act~al convenience and necessity.
6. All drtvaways shall be so located that the flared portio~ a~jacent
to t~e trav~led wav will not encroach upon adjoinin9 prooerty.
7. No commercial driveway 3nall have a width greater than tnirty <30)
~eet measured ~t r!gh: angles ~o the centerline of the driv&way, exceDt
~~ increased ~Y oermtssible radii. No noncommercial driveway shall
hav~ a width greater than t~enty (20) feet measured at right a~gl~s to
t!le centerline of the driveway, excect as increased by Dermissible racii. a. The axis of an approach to the road may be at a right angle to :~e
cl!nter!.1ne of t!le h1gh111ay and of any .sngle betwe"n ninety l :00" ~cgreo~
3nd six~v (6~) degr~es but s~all not be less than ~ixty (60) aegrees.
Adjustment ~111 be mad~ according to the type of traffic to be served
and other pnys1~al conditions.
9. T~e construction of oar<ing or servicing areas on the hignway
right-of-~ay ts sp~cificallv oron1bited. Off-the-road Darking f~c~l
t ties should ~~ orovided by com~erc1al ~s~ablishmen~s for cu~tomP-rs ·
venicles.
10. ihe grade of entranc~ and exit shall slooe downward and awav from
the road surface at the same ~ate a5 tne normal shoulder sloDe and tor
~ d1~tance ~Qu~l ~o the wid~n of the s~oulder but in no cas• less t~an
twenty (20) fe~t from the oavement edge. Approaen grades are restricted
to not more than 10 oercent (10\),
11. All driveways and ~~oroaches shall be so constructed tnnt t~~u
shall not interfere wit~ the drainage system of th• street or h;ghwav.
The ~PPlicant will be reQuired to provide, at his own excens~. drain-
age structures at entrance~ and exits which will become an integral
oart of !~e 3xi$ting dr~lna9e system. The dimensions of all drainaQe
·.:.tr •JCtur ~$ in us t be ~ooroved bv the Soard ot County Commissioners er
tneir rP.oresentat~ve ;r~or to installation.
·~O"".'E:: This oerrnit !>~all be :nad~ available at tne site where and •·he:-:-· ... er~ is
o~i~g done. A wor~ sketch or drawing of the proposad drivewav(s) mu~t accomoanv
~po~ic4tion. ~n ~ermlt wi!l be issued without drawing, blueorint. or sketch.
6-1 2-2002 10: 22At 1 F~C! 1 NESTERN Celt-IF ORT . I NC 71 92698199 P .5
<+> GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT <+>
SPECIAL PROVISIONS FOR EXCAVATION OF ROAD SURFACE ANO INSTAlLATION
PERMIT .S: 016-98 D PERMITTEEs JEFFERIES, ROSS
SUB-CONTRACTOR: INSPECTOR:
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~NV OVERSIZED MATERIAL (LARGER THAN 10 INCHES IN DIAMETER), THAT
IS NOT UTILIZED IN BACKFILL WILL BE HAULED OFF BV PERMITTEE. FURTHER.
ANY FROZEN MATERIAL WILL BE REMOVED FROM SITE IV PERMXTTEE.
WHEN A PAVED OR CHIPPED SURFACE IS CUT, IT IS TO BE REPLACED WITH
A MINIMUM THREE INCH (3") HOTMIX ASPHALT PATCH. A TEMPORARY PATCM WITH
COLO MIX ASPHALT WOULD SE ALlOWED, WHICH WOULD BE REPLACED WITH HOTMIX
ASPHALT WHEN THE ~EATHER OR AVAILABILITY OF MATE~IALS ALLOWS THE WORK
TO BE COMPLETED. AN ASPHALT O~ CHIPPED SURFACE CUT WOULD REQUIRE THE
ROAO TO SE STRAIGHT CUT ANO SQUARED BY MEANS OF A P~VEMENT CUTTER OR
SAW. A CHIPPED SURFACE CUT WILL REQUIRE A SEAL COAT OF THE P~TCH WHICH
WILL BE FULL WtOTH OR HALF WIDTH OF ROADWAY WHEN TRENCHES RUN WiiH THE
ROAD. FOR TRENCHES ACROSS THE ROAD, THE EDGES Of THE SEAL COAT WILL
OVERLAP THE EXISTING EDGE. ALL SEALCOATS WILL OVERLAP EDGES av A TWO
FOOT MINIMUM TO INSURE AN ADEQUATE SEAL OVER THE UNDISTURBED PORiION
OF THE ROADWAY IN THE VtClNITV OF THE EXCAVATION. ASPHALT HOTillIX OR
COLO PATCHES WILL 8£ CO"PLETED IN A !IV.XIMUM OF FIVE WORKING CAYS.
WEATMER P~RMITTING.
WHEN POSSIBLE ALL INSTALLATIONS SHOULD AVOID THE TOP EOG£ Of A FilL SLOPE.
INSTALLATIONS IN DRAINAGES SVSJECT TO FLASH FLOODING. WILL HAVE A MINIMUM
BURY OF ~ FEET OEEP~R THAN NORMAL FlOW LINE ~T NEAREST ABUTMENT, #INGWALL,
OR CULVERT.
INSTALLATIONS AT CULVERT CROSSINGS WILL 8£ BURIED BENEATH THE CULVERT
~ITH A "INIMUM SEPA~ATION OF 18 INCHES BETW(EN INST~LLATION ANO TH£
BOTTO~ OF THE CULVE~T.
OPEN TRENCHES AOJACENT TO THE TRAVELED ~AOWAY SHALL 8E 8ACKFILLEu
OAILV TO WITH!N iDO " OF THE WORKING AREA O~ THE TRENCH, ANO SMA~~ SE
BARRICADED WITH WARNING OEVICES AFT£R DARK. A 3 FT. HIGH ORANG~ ~LASTIC
FENCE WllL 8E INSTALLED OAtLV TO KEEP LIVESTOCK OUT OF THE OPEN TRENCH
AFTER HOURS.
IN AREAS BEING OISTuRB£0 WHERE VtGETATlON IS ESTABLISHED. RESEEDING WlTH
A MIXTURE ~ITHER 8Y BROADCASTING, ORILLING, AND MULCHING WITM sE;o MIXTURES
SUITABLE TO THE CLI"ATIC CONDITIONS OR EXlST~NG VEGETATION WILL ~E
PERFORMED. USE ON~V CERT!FIEO ~E£0-FREE SEED. NOXIOUS WEED cc:~TROL
WlLL BE ONGOING ALONG WITH REVEGETATION.
THE ... E .. ~._R!:U.I.!.~ .. § __ SHOULD CHECK THE ~-0-~ OF SURROUNDING LANOOWNERS
SE If ~TM~£RM!TS ARE REQUIREJ, i.£., BLM. FOREST SERVICE.
CF>ERMITTEE)
... 6-12-.2002 IE), 19Att FROt WESTERN CQt .FO:U. INC 7192698199
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Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Dear Development Department:
The proposed ADU will be using the existing driveway which ends at our house. It was
designed to provide adequate and safe access to the county road and was reviewed by the
County Engineer with construction of our house in 2003. The driveway is in compliance
with Table 7-107. It has a 12’ clearance with 10’ asphalt with and never exceeds a 12%
grade. Information contained in this application should verify this requirement.
Sincerely,
Bob and Hillery Oddo
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Environmental Impacts Waiver
Dear Development Department:
The proposed ADU in our existing barn will not have any identifiable additional long-term or
short-term effect on the flora, fauna or environmental resources as the ADU will not require any
additional site disturbance. All trash will be housed in the barn until removal.
Sincerely,
Bob and Hillery Oddo
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
March 5, 2016
Re: 4-hour pump test Waiver
Dear Development Department:
We are requesting a Waiver for the 4-hour pump test per the Water Supply and Distribution Plan
requirements.
Aqua Tec Systems, Inc. has reviewed our existing water supply system and verified that it is
adequate and functioning as designed. See enclosed letter from Aqua Tec dated 2/5/16.
We have an existing water system which is maintained and consists of a professionally designed
Culligan water softener, mechanical filters for potential sediments, Reverse Osmosis (RO) for
drinking water with two (2) 300 gallon water tanks in our garage for storage. The purposed ADU
will share this existing water system with shut off valves in the event water is inadvertently left
on in the ADU.
Sincerely,
Bob and Hillery Oddo
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
March 5, 2016
Re: Impact Analysis Geologic Hazards Waiver
Dear Development Department:
We are requesting a Waiver for the Geologic and Hazards requirements for the Impact Analysis.
I have reviewed the HP Geotech Geologic Site Assessment report Job No. 102 547 dated August
27, 2002 for the Waterstone Subdivision which is adjacent to our property and shares the same
geological features.
There is no potential for Debris Flow on our property. The Debris Flow reference in the HP
Geotech report is for the adjacent property.
It is my professional opinion that the report address the Geologic and Hazards requirements and
that the new ADU dwelling does not have any Geologic and Hazards or any new disturbance to
our property.
Sincerely,
Bob and Hillery Oddo
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Grading and Drainage Waiver
Dear Development Department:
We respectfully request a waiver for grading and drainage. The proposed ADU will be in an existing barn
that was built in 2010 that was properly permitted by Garfield County and is on less than 1 acre. The
following systems are in place to allow for positive drainage – gutters with downspouts on the north and
south ends of the building, a sloped concrete apron on three sides of the building and a 12” diameter
corrugated drainpipe beneath the west concrete apron for drainage from the north side of the building. See
included documents in this section.
Sincerely,
Bob and Hillery Oddo
(
OJtL ril..t1c Pi VI' cl on..
~tech Hepworth-Pawlak Geotechnica1, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
hpgeo@hpgeotech.com
GEOLOGIC SITE ASSESSMENT
WATERSTONE SUBDIVISION
GARFIELD COUNTY, COLORADO
JOB NO. 102 547
AUGUST 27, 2002
PREPARED FOR:
WATERSTONE CANYON LTD.
ATTENTION: Mr. ROSS JEFFERY
3090 GRANDVIEW STREET
CANYON CITY, COLORADO 81212
4-/ s-f o+-
r HEPWORTH-PAWLAK GEOTECHNICAL, INC.
August 27, 2002
Waterstone Canyon Ltd.
Attention: Mr. Ross Jeffery
3090 Grandview Street
Canyon City, Colorado 81212 Job No. 102 547
Subject: Report Transmittal, Geologic Site Assessment for the Proposed
Waterstone Subdivision, Garfield County, Colorado.
Dear Mr; Jeffery:
As requested, we have conducted a geologic site assessment for the proposed
Waterstone Subdivision. The study was conducted to evaluate the potential influence of
the geology on subdivision of the property into five parcels for single family residences.
There are several geologic conditions at the project site that present potential constraints
to the proposed development and should be considered in development planning and
design. Some constraints can be avoided by building site location and others may
require mitigation depending on specific location '°f the building sites. Additional
studies will be needed to evaluate the feasibility of building sites on the younger alluvial
fans and to develop geotechnical design criteria for site · specific building site
foundations and site grading.
The report that follows describes our study, summarizes our findings, and presents our
conclusions and recommendations.
Respectfully Submitted,
HEPWORTH -PAWLAK GEOTECHNICAL, Inc.
Ralph G. Mock ·
Engineering Geologist
Rev. by: SLP
RGM/ro
H-PGEOTECH
.. ,.,· ..
4(s/o~
Gene Trexler 970-928-8685 p .2
TABLE OF CONlE'-f~
PROPOSED DEVELOPMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
SrrE CONDITTONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
REGIONAL STRUCTURE AND STRATIGRAPHY ... - . . . . . . . . . . . . . . . . . 2
PROJECT SITE GEOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Gl.ACIAL DEPOSITS .................................... 3
ALLUVIA.L DEPOSITS ............. _ . . . . . . . . . . . . . . . . . . . . . 4
GEOLOGIC SITE ASSESSMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
DEBRIS FLOWS . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . 5
POTENTIALLY UNSTABLE SLOPES . . . . . . . . . . . . . . . . . . . . . . . . . 5
. CONSTRUCTION RELATED SLOPE INSTABil.ITY ............... 6
FOUNDATION BEARING CONDmONS . . . . . . . . . . . . . . . . . . . . . . 6
EV APORITE TECTONICS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
EXCAVATION DIFFICULTIES ..................... _· ....... 7
EARTHQUAKE CONSIDERATIONS ..................... ". .... 7
1.001'1\.TIONS ....................................... _ .. .' ~ .. : .... ,;._ 7 .
REFERENCES .............................................. 9
HGURE 1-WATERSTONE SUBDIVISION GEOLOGY MAP
H-? CXOTECH
r
Gene Trexler 970-928-8685 p.3
PURPOSE Ai'ID SCOPE OF STUDY
This report presents the findin!!S of a geologic site assessment for the proposed
Warerstone Subdivision. Garfield County, Colorado. The property is shown on Fig. L
The srudy was comlucted to evaluate the potential influence of ~e geology on
subdivision of the property into five parcels for single family residences_ The work was
done according to our August 9, 2002 professional services agreement with Waterstone
Canyon Ltd.
A geologic reconnaissance of the propeny was made on August 12, 2002. In
addition, we have reviewed regional geologic studies by others. Based .on analysis of
this information. a preliminary assessment of the geologic conditions and their
anticipated influence on the proposed development was made. This report summarizes
the data obtained during this srody and presents our conclusions and recommendations.
PROPOSED DEVELOP:MEl'ff
The 25 acre property will be subdivided into five parcels for developmem of
single family residences. The five parcels will be between 4.0 and 5.9 acres each.
Parcels I, 2 and 3 will be located on the east side of Canyon Creek and Parcels 4 aru:;l 5
on the west side of the cre"'..k:, see Fig. 1. At the time of this stndy, specific build.iti.g
sites had not been determined. but it is our understanding that Parcels 1, 2, and 5 will
have one building site per parcel and that two building sites per parcel may be located
on Parcels 3 and 4. T.ne existing road along the eastern property line will be upgraded
by Waterstone Canyon Ltd. to provide primary access to Parcels 1. 2, and 3. Primary
access to Parcels 4 and 5 will be the exiting county roads_ Building site preparation and
secondary driveways will be the responsibility of the mdividual parcel oWn.ers. We
should review the proposed building loca.dons when available to determine if they are
consistent with the incem of our recommendations presented in thls report.
H-P Gror:-o-1
Gene Trexler 970-928-8685 p.4
2
SITE CONDmONS
·The 25 acre property is located about 800 feet north of the confluence of Canyon
Creek and East Canyon Creek m the NW 1/4 of Section 24. T . 5 S., R. 90 W. Canyon
Creek crosses thron~b che property in a narrow, sreep channel eroded into a glacial
moraine. The creek channel floor is typically about 50 feet wide and flanked by sceep
slopes chat are between about 40% and 70% and about 30 to 50 feet high. The steep
creek channel transitions from strongly sloping to steep valley sides to the east and
west. Slopes along the higher valley sides are between about 15 % and 30 % • The
diversion point fur th~ Williams Canal is located on the west side of Canyon Creek nfu
the northern property line. Cm slopes aud fill benches for the canal have modified the
western valley side, see Fig. 1. In places the canal cut slopes are 60 feet high with
slopes of about 80 % (1.3: 1 horizontal to vertical). The canal has been placed in a
pipe where it is located at the roe of the higher cut slopes to preYent slope ravel from·
interfering with cm.al operations. Relatively e:trenSive grading has also been done for
tbe building sire oftb:e existing residence on Parcel 5 . Tue remnant of a once more
extensive otitWash terrace is present to the east of the creek in the southern part of the
property. The terrace surface is about 30 feet above the creek and slopes on che terrace
surface typically do not exceed 5%. Two coalescing alluvial fans cover much of the
northeastern valley side on the property. see Fig. 1. Stre3mS in the basins up slope of
the two fans are ephemeral and only have surface flow following periods. of heavy
precipitation or rapid snowpack: melt. The basin above Fan I covers about 20 acres and
the basin above Fan 2 covers about 6 acres. Tbick brush. conifer trees and cottonwood
trees grow along the creek channel. Sage brush. oak brush and other brush with
scattered juniper trees grow on the adjacent valley sides.
REGIONAL STRGCTURE Ai.'ID STRATIGRAPHY
The property is located on the sourb.westera. flank of the White River uplift. a
dome-shaped, first order regional structUre that developed during the Laramide orogeny
about 40 to 70 million years ago. Bedding in the sedimentary rocks that form the uplift
flank in the project area strike nearly e:isr-west and have a regional clip of about 55a to
H-? Garri:e:-1
(
Gene Trexler 970-928-8685 p.5
3
the south (Bryant and Others, 1998). Evaporite diapers and associated evaporite
tectonics related to rhe Pennsylvania-age Eagle Valley Evaporite have modified rhe
regional strucnue in the project area (Scott and Others. 1999). Evaporite tectonics bas
produced a second order. tight. e:ist-west trendin~ syncline with an. overturned limb on
the south. Tertiary-age Conglomerate of Canyon Creek is present in the core of the
syncline and evaporite diapers and Pennsylvanian and Permian-age sedimentary rocks
younger than Che evaporite foDDS the flanks of the syncline_ The project site is on the
north side of the evaporite syncline and the syncline axis is about 900 feet to the south.
The syncline is believed co result from evaporite intrusion and subsequent collapse
associated with evaporite solution and flow (Scott and Others·. 1999). The east-wesr
trending Possum Creek fault, a normal fault. down thrown on the nonh, is inferred to
be prese:it below the surficial deposits on the north limb of the sync!.ille at the project
sire. see Fig. L The Pennsylvanian-age Eagle Valley Formation is present to the south
of the fault and the Pennsylvanian and Permian-age Maroon Fonnation is present co the
north of the fault (Bryant and Och.em, 1998). The Maroon Formation is a red. and
grayish-red sandstone. conglomerate and mudscone. The Eagle Valley Formation is a
gray and reddish-gray interbedded siltstone, shale, sandstone, carbonate rocks and local
lenses of gypsum. The Eagle Valley Formation is a transitional sequence of rocks
between rh.e elastic rocks in the Maroon Formation and the largely evaporite rocks in
the Eagle Valley Evaporite.
PROJECT SITE GEOLOGY
The main geologic features at the project sire are shown on Fig. 1. Rock
outcrops are noc presem in the vic.inity and formation rock is apparently covered by
relatively chick sa.rficial soil deposits. Rock formations believed. ro be presenr below the
surficial soil deposits at the project site were descdbed in the previous Regional
Scmaure and Stratigraphy section. of this report.
GLACIAL DEPOSITS
The project site is located on a terminal glacial moraine complex (Qm). Till thar
makes up the moraine complex were deposiced during the late Pleistocene by valley
H-P G:oT:-oi
r
Gene Trexler 970-928-8685 p .6
4
glaciers that occupied the Canyon Creek and East Canyon Creek valleys to the north of
the project site. The moraine complex has be modified by post-glacial erosion, but ··
prominent moraine ridges are still preserved in the modern landscape (Bryant and
Others, 1998). The till is a non-stratified deposit of subrounded gravel, cobbles and
luger boulders in a silty ro clayey sand matrix. Si""t foor boulders are common in the
till and boulders as large as 24 feet are locally present. A remnant of an outwash
terrace (Qow) is present in the southern part of the property. The terrace lies about 30
feec above the modem creek channel. The outwash consists of subrounded gravel,
cobbles and boulders in a we:ikly stratified silty to clayey sand matrix. Rocks in both
the till and outwash are largely igneous intrusive and ri:J.eramorphic rock from the core
of the Whlre River uplift.
ALLUVIAL DEPOSITS
The narrow channel floor of Canyon Creek is underlain by scream alluvium
(Qal). The alluvium is typically rounded gravel, cobbles and boulders in a strarifi~
clean co silty sand matri..""{. Two coalescing alluvial fans have devel.oped on the
nonheastern. valley side in the project area during post-glacial times, about the past
15,000 years. Two ages of fan deposits are presenr. !he younger fans {Qafl) appear to,
be geologically active and are potential sires of debris flow and flood deJ:losjtion
associated. with unusually intense thunderstorms or rapid snowpack melt. P:itlls of
recent debris flows are evident on both fans. Tne recent flows probably occurred
within the past 50 years but the flows are older than the road along the eastern propert'J
line. Remnants of an older fan surface (Qaf2), that is no longer active, lies betWeen the
two younger fans. The boundary of the fan deposits shown on Fig. 1 is very
approximate. More accurate boundaries ·will require detailed topographic maps of rhe
upper parts of the two fans. The fans consist of a non-stratified deposit of subangular
gravel.. cobbles and boulders in a silty to clayey sand m.arrix. The larger boulders
typically have maximum dimensions of about four fe!:t and weight about one ton. The
rocks in Che fan deposirs are mostly blocks of Maroon Foanation saJJdstone that are
presem in the up s!Ope drainage basins.
H-? GEOTECH
(
Gene Trexler 970-928-8685 p.7
5
GEOLOGIC SITE ASSESSMENT
There are several geologic conditions at the project site chat present potential
constrain.rs to the proposed development and should be considered in developmem
planning and design. Some constraints can be avoided by building site locatioa and
others may require mitigation depending on specific location of building sites_ Tne
geologic conditions and their anticipated influence on the project are descn'bed below.
DEBRIS FLOWS
The two younger alluvial fans (Qafl) at the project site are geologically young
and are potential sites of debris flows and floods associated with unusually intense
thunderstorms or rapid melting of an tmusually heavy snowpac.k. There is evidence of
small debris flows on bodl fans and these small flows probably occurred within the past
50 years. Because of the lack of 1ong-rerm observations of the alluvi.al fans ar the
project sire, it is not possible to develop statistical recurrence _I~robabilities fur major.
debris flows and floods on these fans, bnt major flows are likely infrequent. A major
flow would probably result in severe damage to a convenri.onally designed residen.tial
buildiilg and could potentially harm the building occupants. If this risk is not acceptable
then the feasibility of debris flow mitigation should be further evaluated for proposed
building sites on the younger alluvial fans.
The feasibility of debris flow and flood mitigarion will depend on the specific
building type. its location and site grading. Also. mitigation at one building sire could
affect mitigation at otber building sites on the younger fans_ Possible mitigation. may
include channel improvements, defiection srro.crures, flood proofing, direct building
wall reinforcement or a combinari.on of these methods. Debris flow and flood
mitigation should take precedence over other design and archirectuntl considerations.
Some of the micigation methods descn'berl. above could require constrUciion on adjacent
propeny to the north and east.
POTENTIALLY UNSTABLE SLOPES
The steep channel banks next to Canyon Creek are sa.scepul>le to erosion. and
destabilization associated with high velocity flood flow. Also some of the deeper cut
(
Gene Trexler 970-928-8685 p.8
6
slopes to the west of the Williams Canal axe currently raveling and are potentially
unstable. The top of these potentially unstable slopes are shown on Fig. 1. It is
recommended. that building sites not be located within 50 feet of the top of the slope
unless site specific geotecbnical studies show that it is acceptable to build closer to the
top of slope.
CONSTRUCTION RELATED SLOPE INSTABILITY
We do not anticipate onusoal problems with construction related slope instabiliry
for typical residential building sites away from the potentially unstable slopes discussed
in the preceding section of this repon. The proposed grading should be evaluated. on a
sire specific basis by a geotechnical engineer. For preliminary planning. building sires
and extensive grading should not be considered an slopes steeper than about 30% unless
additional srudies show that the proposed grading is acceptable_
FOUNDATION BEARING CONDIDONS
The till in the moraines (Qm) and the outwash deposits (Qow) should provide
good bearing for typical residential foundations. The alluvial fan deposits (Qafl and
Qaf2) may be moistnre sensitive and could have a collapse potential if the soils becomes
wetted after construction. Foundation bearing conditions and other design
considerations should be evaluated by a geatechnical engineer on a sire specific basis.
The collapse potential of che fan deposits can probably be mitigated by foundation
design.
EV APORITE TECTOl'HCS
As descnoed in the Regional Strucnue and Stratigraphy section of this report,
the project area has experienced regional ground deformations associare~ with evaporite
solution and flow in the geologic past. The evaporit.e deformation probably starred
about 10 million years ago. but it is uncertain iflhe deformation is still active or if
defaana.tion has stopped. It rhe evaporire deformation is still active. it appears ta be
raking place over a broad area and there is no evidence of rapid deformation races in the
modern landscape. Because of this, the risk of evaporite deformation associated.
H-P GE-:lri:Oi
(
(
Gene Trexler 970-928-8685
7
problems with typical residential building appears to be low. We are not aware of
evaporite deformation related problems in the region.
EXCAVATION DIFFICULTIES
p.9
Large boulders are present in the surficial soil deposits (Qm. Qow, Qafl and
Qat2) at the project site. Difficult excavation conditions should be expected throughout
the project site, particulary in confined excavations such as trenches. Ripping and
blasting could be needed in some pans of most excavations if large boulders are
encountered.
EARTHQUAKE CONSIDERATIONS
The project~ could experience earthquake related ground shaking. Modified
Mercalli Inrensicy VI ground shaking should be e.~ected during a reasonable service
life for the development, but the probability for stronger growid shaking is low_
Intensity VI ground shaking is felt by most people and causes general alar:n, but results
in negligible damage to structures of good design and consttnction. The residences
should be designed. to withstand moderately strong ground shaking with little or no
damage and not to collapse under stronger ground shaking. The region is in che
Uniform Building Code, Seismic Risk Zone l. Based on our current understandin~ of
the earthquake hazard in this part of Colorado, we see no reason ro increase the
commonly accepted seismic risk zone for the area.
LIMITATIONS
This srudy was conducted according to generally accepted engineering geology
principles and practices in this ar~ at this time. We make no warranty ~ither express
or ilnplied. The conclusions and recommendations submitted in this report are based. on
our field observations and our experience in che area-~ report has been prepared
exclusively for our client and is a preliminary evaluation of the potential influence of
the geology on the proposed development. The information is suitable for planning and
preliminary design. We are not respoDSil>le for technical inrapretations by others of
our information. Additional studies will be needed to evaluate the :feasibility of locating
Gene Trexler
970-928-<3685 p .10
8
building sites on the younger alluvial fans and to develop geotechnical design criteria
for site specific building foundations and sire grading. We should review the proposed
building locations when available to determine if they are consistent wiz:h the intent of
our recommendations presented in this report.
Respectfully submitted.
HEPWORTH -PAWLAK GEOTECHNICAL, JNC.
Ralph G. Mock
Engineering Geologist
Reviewed by:
RGM/ro
cc: Zancanella and Associates -Attn: l\lfr. Brad Peek
Gene Trexler
9
REFEREi."'lCES
970-92~685
Bryant. B. and Others. 1998, Revised Preliminary Geology Map of the Stonn.King
Mountain Quadrangle, Galjield Cowzty, Colorado: U. S. Geologic2l Survey
Open-File Report 98-472.
p.11
Scott. R. B. and Others, 1999. Active Evaporite Tectonics and Collapse in the Eagle
River Valley and the Sourhwestem F1anlc of the Whire River Uplift, Colorai:W in
Colorado and Adjacent Areas, Lageson, D. R.. Lester, A. P. and Trudgill B. D.
editors: QeologicaI Society of America. Field Guide 1, Boulder, Colorado.
u or,......,._ ...... ,,
··-···
'1 ::
' i ·;
.. ;/
Gene Trexler
Qm
Explanation:
af
Qal
Qaf1
Qaf2
Qow
Qm
Man-Placed Fill
Stream Channel ADUYium
Younger Alluvial Fan
Older Alluvial Fan
Outwash Terrace
Glacfal Moraine
970-928-8685 p.12
Qm
---Contact:
i
'
Appiua41JHl8 boundary of map
unils..
• •••••• •• Concealed Fault
Inferred treat of ax .:a sled
fault.
----
0 Z50 It.
I ! l
scale: \ In. = 25) fl
COnlour ln!erval: 2 It
-..... --Recent Debris Aows:
Path of 18C8ntdebria Jlaws.
Potnntfally Unstable Slope
Top ol pol:B(itially ICC!labia strewn
benb and art~
HEPWORTH-PAWlAK Waterstone Subdivision 'Hn
Chapter 3
DEAD LOADS, SOIL LOADS, AND HYDROSTATIC PRESSURE
3.1 DEAD LOADS
3.1.l Definition. Dead loads consist of the weight of all ma-
terials of construction incorporated into the building including,
but not limited to, walls, floors, roofs, ceilings, stairways, built-
in partitions, finishes, cladding, and other similarly incorporated
architectural and structural items, and fixed service equipment
including the weight of cranes.
3.1.2 Weights of Materials and Constructions. In determining
dead loads for purposes of design, the actual weights of materi-
als and constructions shall be used provided that in the absence
of definite information, values approved by the authority having
jurisdiction shall be used.
3.1.3 Weight of Fixed Service Equipment. In determining dead
loads for purposes of design, the weight of fixed service equip-
ment, such as plumbing stacks and risers, electrical feeders,
and heating, ventilating, and air conditioning systems shall be
included.
3.2 SOIL LOADS AND HYDROSTATIC PRESSURE
3.2.1 Lateral Pressures. In the design of structures below grade,
provision shall be made for the lateral pressure of adjacent soil. If
soil loads are not given in a soil investigation report approved by
the authority having jurisdiction, then the soil loads specified in
Table 3-1 shall be used as the minimum design lateral loads. Due
allowance shall be made for possible surcharge from fixed or mov-
ing loads. When a portion or the whole of the adjacent soil is below
a free-water surface, computations shall be based upon the weight
of the soil diminished by buoyancy, plus full hydrostatic pressure.
The lateral pressure shall be increased if soils with expansion
potential are present at the site as determined by a geotechnical
investigation.
3.2.2 Uplift on Floors and Foundations. In the design of base-
ment floors and similar approximately horizontal elements below
grade, the upward pressure of water, where applicable, shall be
taken as the full hydrostatic pressure applied over the entire area.
The hydrostatic load shall be measured from the underside of the
construction. Any other upward loads shall be included in the
design.
Where expansive soils are present under foundations or slabs-
on-ground, the foundations, slabs, and other components shall
be designed to tolerate the movement or resist the upward loads
caused by the expansive soils, or the expansive soil shall be re-
moved or stabilized around and beneath the structure.
TABLE 3·1 DESIGN LATERAL SOIL LOAD
Description of Backfill Mater1al UnHred Soll Design Lateral Soil Load•
Classification psi per loot of depth
(kN/m2 per meter of depth)
Well-graded, clean gravels; gravel-sand mixes GW 35 (5.50)"
Poorly graded clean gravels; gravel-sand mixes GP 35 (5.50)c
Silty gravels, poorly graded gravel-sand mixes I GM 35 (5 .50)"
Clayey gravels, poorly graded gravel-and-clay mixes GC 45 (7.07)c
Well-graded, clean sands; gravelly-sand mixes SW 35 (5.50)"
Poorly graded clean sands; sand-gravel mixes SP 35 (5.50)"
Silty sands, poorly graded sand-silt mixes SM 45 (7.07)c
Sand-silt clay mix with plastic fines SM-SC 85 (13.35)d
Clayey sands, poorly graded sand-clay mixes SC 85 (13.35)d
Inorganic silts and clayey silts ML 85 (13.35i
Mixture of inorganic silt and clay ML-CL 85 (13.35)d
Inorganic clays of low to medium plasticity CL 100 (15.71)
Organic silts and silt-clays, low plasticity OL b
Inorganic clayey silts, elastic silts MH b
Inorganic clays of high plasticity CH b
Organic clays and silty clays OH b
0 Design lateral soil loads are given for moist conditions for the specified soils at their optimum densities. Actual
field conditions shall govern. Submerged or saturated soil pressures shall include the weight of the buoyant soil
plus the hydrostatic loads.
bUnsuitable as backfill material.
cFor relatively rigid walls, as when braced by floors, the design la1eraJ soil load s hall be incres.scd for sand and
gravel type soils to 60 psf (9.43 kN/m2 ) per foot (meter) of depth . Basement walls-extending not more than
8 ft (2.44 m) below grade and supporting light floor systems are not considered as being relatively rigid walls.
dFor relatively rigid walls, as when braced by I'loors, the design lateral load s hall be increased for silt and c lay
type soils to 100 psf (15.71 kN/m2 ) per foot (meter) of depth. Baseme nt wall s extending not more than 8ft
(2.44 m) below grade and supporting light floor s ystem s are not coMidered as being relatively rigid walls.
Minimum Design Loads for Buildings and Other Structures
I
7
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Impact Analysis
Dear Development Department:
The proposed ADU will be in an existing barn that was built in 2010 and will not require any
further exterior modifications. The building site is similar to adjacent land use within 1,500 foot
radius. There are no streams or risk of flooding. We are unable to identify any mineral estate
owners and there have been no mineral claims.
There are no identifiable geological or manmade hazards. Included in this submission is a
geological study done when an adjacent property was purchased by Waterstone Canyon, Ltd.
The study did identify the geology of the area including our property. There was no identifiable
risk of rock fall or geological hazard on our property. (See report in this section and response to
Tab 9)
The barn is not located in a floodplain and the ADU would not interfere with wildlife and will
have little environmental impact. Trash will be housed in the barn until removal.
Sincerely,
Bob and Hillery Oddo
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Mineral Rights
Dear Development Department:
Upon request the Garfield County Assessor’s personnel did a search on Thursday,
January 14, 2016. According to the Assessor’s records, there hasn’t been any interest in
any mineral rights on the Oddo property at 2425 County Road137. We have been unable
to identify any mineral rights upon review of title work and deeds.
Sincerely,
Bob and Hillery Oddo
-----'------------------------------------------------------------------------------··
PARCEL C PROPERTY 1JESCR/P.Tl.ON.
A PAROO. or LANO SIWAflil) IN THE /!1/2 NWf/4 AN{) TH!'. NE 1/4 Or SE:CTION 24,
TO<'hlSl-itt> 5 SOUTf/, RANCE 90 llf:'ST or Tf/E SIXTH PM., COUNTY or GARFIELD,
STArt: or COLORADO: SAID PARCl!:L OF LANO 8/!JNG MORE PARTICULARLY DE:SCRIBE'D AS
FOLLOWS:
COMM(N CING AT THE NORTHEAST CORNt::R 01' St::C110N 24, A 8LM ALUNIMUN CAP F'OUND IN PU.CE:
THt::NCI!: S 88'41'19 " W, ALONG Tl!(; NORfHERLY LINE OF SAIO SECTION 24, 1,671.52 FITT;
1H£NC£; Lf'AVING SAID NOR1liERLY LINES 02'38'12 " W 746.57 !tltl) THliNCE S 44'Q5'18" W60.Q2
ffE1. TO THE: POINT OF Bf:GINNING; THENCE: S 44-05'18' W 571.36; TH£NC/! S J1"42'07" E
459.16 rf:ET; Tl!ENCE S 13'23'47' W 121.19 fEl!T TO A POINT ON THE NORTflfiRLY RIGHT OF WAY
OF COUNTY-ROAD -ND. 137; ·111!'.NCE LE:AVING ·Tf/E NORTHfiRLY LINE' OF SAID SECTION ·24, THE
l'OLL0"1NG IEN (10) COURS!'.S ALONG THE l\($1fRLY RIGHT or WAY Of SAID COUNTY ROAD NO. 137:
1. ALONG Tf/E ARC or A CURV£ ro THE LETT HAVING A RADIUS or 9,444.54 FECT.
A CF:NmAL ANGLE: or ooi7'19' AND A DISTANCE OF 47.56 Flitt
(CUORD BEARS S 51'29'37" W 47.56 FEE:T)
2. ALONG 1H1' ARC 01' A CURI/£ TO Tflf RIGHT HAVING A RADIUS OF 136 .99 FEET.
A ct::NmAL ANGLE 01' S2'04'49" AND A DISTANCE 01' 124.52 FEET
(CHORD BEARS S 77'57'22 " W 120.28 FEET)
3. N 76-00'14' W 107.88 F££T
4. ALONG THE: ARC OF A CURVE TO Tf/E LETT HAVING A RADIUS DF 134.17 FEET,
A CE:NTRAL ANGLE 'OF 103"46 '11• AND A DISTANCE' DF 243.01 FEET
(CHORD BEARS S 52'06'41" W 211.13 FE<T)
5. S 0013"35" W 130.26 FEET
6. S 11"33'22 ' E 159. 87 rErT
7. ALONG Tf/E ARC OF A CURV£ TO THE RIGHT HAVING A RADIUS Of 342.98 FEET.
CENmAL ANGLE OF 25'26'55" AND A DISTANCE OF 152.34 FEE:T
(CHORD BE:ARS S 01"10'05" W 151 .09 FEET)
a S 13'53'33"' W 95.92 FCET
9. ALONG THE ARC OF A CURV£ TO Tf/E RIGHT HAVING A RADIUS OF 180.00 FEET,
A CENTRAL ANGl.E: OF 71"22'34" AND A DISTANCE' OF 224.23 FEET
(CHORD BEARS S 49"34'50" W 210.01 FEE:Tl
10. ALONG THE ARC OF A CURVE" TO THE: RIGHT HAVING A RADIUS OF 225.00 Flf:E:T,
A CENmAL ANGLE OF 24 • 22'21 ANO A DISTANCE' OF 95.71 FEET
(CHORD BEARS N 82".32 "42 " W 94.99 FEET);
THliNCE' LEA WNG SAID RIGHT OF WAY ALONG THE: ARC OF A CURVE" TO THE: LEl'T
HAVING A RADIUS OF 10D.87 F<ET AND A CENmAL ANGLE: OF 46'02:"36"
A DISTANCE OF 81.06 FEET (CHORD BEARS N 28'05'34" W 78.90 Ff:E:'I):
THENCE CONTINUING ALONG SAID CEN'IERLJNE N 51'06'52" W A DISTANCE OF 39.20 FEE:T;
THliNCE CONTINUING ALONG SAID CrNTF:RUNE ALONG THE ARC OF A CURVE" TO Tf/E: RIGHT
HAVING A RADIUS OP 226.69 FEE:T AND A C£NmAL ANGLE DF 22"37'57"
A DISTANCE OF 89.54 FEET (GHORD 8£ARS N 39"47'53" W 88.96 FEE:T);
THENCE CONTINUING ALONG SAID CENTERLINE N 28"28'55" WA DISTANCE OF 192.05 FE:ET:
Tf/ENCE CONTINUING ALONG SAID CENTERLINE ALONG Tf/E ARC OF CURI/£ TO THE: RIGHT
HAVING A RADIUS OF 174.00 FEET AND A CENmAL ANGLE OF to• 43•47 •
A DISTANCE OF 50.81 FEET (CHORD BEARS N 20'07"02" W 50.63 FEET);
THt::NCE CONTINUING ALONG SAID CENTERUNE N 11 "45'08' WA DISTANCE OF 64.49 ffET;
TH<l'ICE' CONTINUING ALONG SAID CE:NTERLJNE: II.LONG THE: ARC OF A CURVE: ro Tf/E: LEFT .
HA\'ING A l!ADIUS OF 699.50 f£ET AND A CENTRA(ANGLE: OF 08'34"42.
A DISTANCE: OF 104. 73 FEET (CHORD BEARS N 16'02'29" W 104.63 FCET);
THENCE CONTINUING ALONG SAID CENTERLINE N 2019"50" W A DISTANCE OF 373.01 FffT;
THENCE CONTINUING ALONG SAID CENTERUNE: ALONG Tf/E ARC OF A CURV£ TO THE: LEFT
HAVING A RADIUS -OP 731.19 FEET AND A .CENmAL ANGLE DF 17"46'49"
A DISTANCE or 226.91 F~ (CHORD BEARS N 29,3'15" w 226.DO FEET;
THliNCE CONTINUING ALONG SAID CE:NTERUNE: N 38"06"39" WA DISTANCE OF 48.17 F£ET;
THt::NCE CONTINUING ALONG SAID CENTERUNE ALONG THE: ARC OF A CURV£ TO THE RIGHT
HAVING A RADIUS OF 237.45 FEET AND A CENmAL ANGLE: OF ·11"43'52"
A DISTANCE OF 48.62 FEE'T (CHORD BEARS N 32'14"4J" W 48.53 FEEi);
mg:~ g~~~~l~~--~tg~~ ~\g gg:~~~~ ~L~d Af~48;R~ &D6i:;~c~O ~~/~~[EET;
HAVING A ~AD/US OF 960.00 FE£T ANO. A CENTRAL _.ANGLE _ts• 52'46• .
A 'DISTANCE OF 266.06 FEE'T (CHORD 8£ARS N ta• 25•25 • w 265:21 . FEcT;
~\
\ ~
I I
I I
IMPROVEMENT LOCATION CERTIFICATE :
PARCEL c
·• ""' CANYON £REEK ~PARCELS
" U-"' -,_. ' ,.,. • ... .. . '
A PARCEL OF LAND SITUATED THE
ALL IN TOWNSHIP 5 SOUTH,
El /2NW1 /4 OF SECTION 24
RANGE 90 WEST OF THE 6th P .M .
COUNTY OF
330.6' .
. d-WA1£R "
FEAnJRE
GARFIELD, STATE OF COLORADO
SHEET 1 OF 1
N 89"19'34" E 1698.24'
55.,;•
TM:> STORY
WOOD FRAUE .
SINGLE FAMILY HDUSE
0250 COUNTY ROAD 137
,,-~<J.~a· --
<r11".
I
I
I
. SCAIE: t • = 20' .
TWO STORY
WOOD FRAME/
StNGL.£ FAMILY
b
/
/ 551.9'
/
/
-6 ' ..
·ICi .1·
" ..
ADDlnON TOȣ
SEE NOTE 8
PAR?EL A
Tf/ENCE' CONTINUING ALONG SAID CENTERLJNE: N 10" 30'02" W A DISTANCE OP 62.95 FEE:T;
THENCE CONTINUING ALONG SAID CENTF:RUNE ALONG TH£ ARC OF A CURV£ TO TH£ LEFT
HAVING A RADIUS OF 216.02 FEE'T AND A CENTRAL ANGLE OF 16'27'47"
A DISTANCE or 62.07 FEE'T (CHORD BEARS N 18 " 43•55• w 61.86 FEE'T);. PAR?EL D
THt::NCE CONTINUING ALONG SAID CE:NTF:RLINE N 26'57"49" WA DISTANCE OF 118.82 FEET;
TO A POINT ON THE SOUTH /JNE OF PARCEL B;
TflliNC£ CONTINUING ALONG SAID SOUTH LJNE: N a9i9'34• E: A DISTANCE: OF 1,638.24
F£ET TO THE POINT OF B£G/NNING.
ALSO DESCRIBED AS PARCEL C
COUNTY OF GARFIELD
STA TE OF COLORADO
CURVE LENGTH
Cf 47.56'
C2 124.52'
C9 2.f3.01'
C.f 152.3.f'
cs 2/U.23'
CG 95.71"
C7 81.08"
ca 89.54'
ca 50.81 '
CIO 104.73'
C/1 226.91"
Cf2 .f8.82"
Ct3 268.08'
Ct-I 82.07'
LINE
LI
Li!
l.3
u
LS
l.8
L7
l.ll
L9
LIO
Lit
RAO/US
9444.54'
136.99'
134.17 '
3.f2.98'
180.00'
225.00'
100.87'
226.69 '
174.00'
899.50'
731.19'
237.45"
960.00'
218.02'
LINE TA.8.l.E
LENGTH BEAR/Nt;
127.19" s 13'29'47" ,,.
107.88" N 76'00 "14" Jr
130.28" s 00"19"35" Jr
159.87' S 11"93'22" E
95.92 " s 13'59"39" Jr
39.20" N 51"06 '52" Jr
64.49" N 11"45"08' Jr
46.17' ,, 38'08"39'" Jr
02.10· N 28'22'48'" Jr
82.95 ' N 10'30 "02" Jr
118.82" N 28'57"49'" If'
CURVE TABLE
TANGENT CHORD BEARING DELTA
23.78' -47.56' s 51"29"97" .,,. 00°f7.lt9H
68.93" -120.28' N 77•57 •22" E 52'04 "49"
171.03" 211.13' s s,e-oa ·.fr If' 103•40 .. ,, ...
77 . .f5' 151.09' N Ot"IO •os~· E 2s·20'55"
129.29 ' 210.01' N .f9'34 'SO" E 714 22''34"
48.59" 94.99' S 82'32"42" E 2-1•22·2r
42.88' 78.90 ' N 28'05'34" Jr 48'02'36'"
45.36' 88.96' S 39•47 •53• E 22'37'5'?"
25.59' 50.89' S 20'07 '02'" E 16'49'4'1"
52.48" 104.63 " N 18'02'29" If' 08'34'42"
ff.f.37' 226.00· N 29'13'15" If' t7'48'.f9"
2.f.39 ' 48.53' S 32'14".f3" E 11'43'52''
133.89' 265.21' S 18'26 '25" E 15'52'46"
31.25' 81.8(;' N 18°43'55'' If' 1s•27'47H
I
I
' ' ' I
\
'
I I
I I
I I
I I
I I
I I
I ,'
I I
I I I
I I
I I t
I I I
---/! ,,.....-----~ // _. ---/ ,,...,,,... --------..... ....-/ / ,
60.0
ROAD EASEMENT
117l£ £XCEPTfON · #16
W.4-1ER -
OUTL£T
(8"PVC)
E:X-GRAVEI.
DRIVE
EAS£f,f£NT OVER
D<-U»LITY UNE: nru: EXCEPTION jf6
60.0'
ACCE'SS EfASEMENT nru: D<CEPTION #16
60.0
ROAD EASEMENT
n7t£ EXCEP.TfCW #16 . '
GRAPHIC SCALE
( IN FEl:I' )
1 · inch = 100 ft.
SO PRIS · ENGINEERING -LLC
CIVIL CONSULTANTS
502 MAIN STREET, SU ITE A3
CARBONDALE , COLORADO 81623
(970) 704-0311
$ 88'41'19" Tr 11o14,...:;;....:..;;._..':'.-::'.'.7-",.,
1611.52' ~ • NE CORNER
•"' ~. SE'.C1fON 24 SCALE:. 1" ""_ 2000'
!I> •
ri ~ ~ to;.
NARKS. B
NOTES:
f) DATE .OF SURVEY: OCTOBER 13, 2002 &: APRIL 27. 2003.
2)
9)
4)
5)
6)
7)
DATE OF PREPARATION.· APRIL 2003.
BASIS OF BEAR/NC: A BEARING OF N 39"08'40" E
BETIYEEN THE SOUTHIYESTERLY CORNER OF PARCEL C,
ANO A POINT ON THE NOIITHERLY RO.If'. ·oF COUNTY
ROAD #137 BOTH BEINIJ FOUN.D REBAR &:.CAP L.S. 19598 AS SHOJrN. · .. ,_ '
BASIS OF SURVEY.-THE IMPROVEMENT SURVEY OF
PAl/CEL ·c, CANYON CREEK PAllCEIS, DATED MAY 22, 2000
PREPARED BY HIGH COUNTRY ENCINEERINIJ AS JOB
.. ; No. ·99601.0l ·PROVl.DEO TO. SOPRIS ENt;/NEERING BY Ct.IENT.
. YARIOUS OOCUJIEN'l"S OF RECORD, THE TITLE COMMJTNEN'l"S
DESCRIBED IN NOTE 5, AN.D THE FOUN.D MONUMEN1'S.
·AS SHOIYN. · · . . . '
THIS. SURVEY DOES NOT CONSTITUTE A TITLE SEARCH
BY .S.OPRIS ENCINEERINIJ, L/C (SE) TO DETERMINE
OlrNERSHIP OB EASEMENTS OF RECORD. FOR ALL .
INFORNATION REGARDING EASEMENTS. RllJHT-OF-IYAY
ANO/OR ·TITLE OF RECORD SE RELIED UPON THE
ABOYE SAID PLATS ·DESCRIBED IN NOTE 4 ANO THE
THE TITLE COMMITMENT PREPARED BY LAN.D TITLE
IJUARAN'l"EE COMPANY ORDER #IJTF241082 EFFECTIVE
OA _TE OF APRIL 22, 2003.
THE IMPROVEJIENT SURVEY DESCRIBED IN NOTE 4
IYAS PROl'l.DE.D IN BOTH PAPER & ELECTRONIC FORA/.
THE UJCATION OF SOME IJIPROYEMENTS NOT EXCLUDING
FENCES, ROADS. UTl!.ITIS, &: DITCHES IYERE TAKEN FROM
THE ELECTRONIC FILE OF SAID SURVEY ANO SPOT VERIFIED
IN THE FIELD BY SOPRIS ENIJINEERlNC. THE LOCATION OF
ALL· NEW' IJIPROVEJIENT INCLUDING THE HOUSE, ORIVEIYAY;
SERVICE (IT/LIT/ES AN.D /YATER F&A1'URES IYERE UlClll'&.D
AS A PA/IT OF THIS SURVEY.
AS ,t RESULT OF US/NC THE SURVEY OESCRIBE.D IN NOTE 4
SOPRIS ENC/NEERING OESCOVEREO A OESCREPENCEY IN THC
PROPEIITY DESCRIPTION OF THIS PROPERTY SPEC/CALLY THE
TIE OF THE PRQPERTY. men COUNTRY ENCINEERINIJ HAS
REIYRIT1'EN THE SAID DESCRIPTION ACCORDING TO THE
INFOllJIATION COMPILE.D AS A RESULT OF THE BOUNDARY
!YORK PREFORMED IN CREATING THE PREVIOUS Ol!!SCRIP'/'ION.
TH/$ SURVEY REFLEC1'$ 1'HE UP.DATED OESCRIP'/'ION.
. <-.·.
" ... ..
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Bob cell: 970-379-7379
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: ODDO ADU General Project Description
Dear Development Department:
In 2010, we built a metal barn on our 35 acre parcel at our current residence of 2425 County Road 137,
Glenwood Springs. At that time the barn plans were reviewed by the Garfield County Building and
Planning Department (plan case number BLDG-5-10-6440 dated May 28, 2010) and on June 4, 2010 both
the Building and Septic plans received permits (BLRE-5-10-1566 and SEPT-5-10-1567 respectively).
Both permits are included in this report.
We are interested in finishing an 825 sq. ft., one bedroom ADU on the second level of our permitted
existing barn. It is our plan to use the ADU for family and possible future caretaker. Both our house and
barn are located on our 35 acre parcel of land which is in compliant with Garfield County Comprehensive
Plan 2030 as amended.
The lower level of the 36’ x 36’ metal barn houses two 12’ x 12’ horse stalls and is used for the storage of
hay, tack and a horse trailer that are used for our resident two horses. The stalls are available for
emergency use during times of extreme weather or caring for a sick horse. In the six years that we have
had the barn, a horse has never stayed in the barn for more than five consecutive days.
Water for the ADU will be provided by a shared domestic well and shared reverse osmosis system. Waste
water will use the existing onsite waste water treatment system which includes an existing leach field and
1,000 gallon separate septic tank. The ADU will have a separate exterior entrance and all utilities,
lighting, as well as the driveway and landscaping are all in place. No additional site disturbance will be
required.
Thank you for your consideration. Please let us know what if there is anything else we can provide.
Sincerely,
Bob and Hillery Oddo
Site Plan
oddo
engineering
March 1, 2016
Garfield County, Colorado
RE: Soil conditions Oddo Pole Barn ADU, 2425 CR 137, Garfield County, Colorado
To whom it may concern:
In accordance with your request, the following is a description of the soil conditions and
approval of the foundation for the pole barn for the above reference project.
The entire 36’ x 36’ foot print was excavated down 5’-6” to remove the boulders and undesirable
soil conditions. A CDOT Class 6 road base material was imported and compacted to 98%
Proctor in 8” lifts. Twenty four inch diameter holes where augured down 5’-6” for the pole barn
post which were placed on concrete cookies at the bottom of the 24” diameter hole and then
where embedded in concrete full depth. The boulders where used as retaining walls which do not
exceed 6’-0”. Assumed soil condition, Sandy Gravel (GW and GP) 2500 psf.
In summary, the foundation conditions constructed as described above are adequate to support
the pole barn with an ADU at the upper floor.
ODDO ENGINEERING, INC.
Robert A. Oddo, P.E.
Bob2016/Oddo Canyon Barn Soils
713 Cooper Ave Suite 200 Glenwood Springs, CO 81601
(970) 945-1006 Fax (970) 945-2966 E-Mail bob@oddogws.com
AQUA TEC SYSTEMS, INC.
P.O. BOX 488
GLENWOOD SPRINGS, CO 81602
2/5/2016
ROBERT ODDO, P.E.
ODDO ENGINEERING, INC.
713 COOPER AVENUE, SUITE 200
GLENWOOD SPRINGS, CO 81601
TO WHOM IT MAY CONCERN:
ON JANUARY 27, 2016 AQUA TEC REVIEWED THE WATER SYSTEM CURRENTLY IN USE FOR THE ODDO
RESIDENCE AT 2425 COUNTY ROAD 137 (CANYON CREEK). IT IS MY OPINION THAT THE EXISTING
SYSTEM WILL BE MORE THAN ADEQUATE TO SUPPLY WATER TO THE ADU PLANNED FOR THE FUTURE.
THE ADDITION OF A REVERSE OSMOSIS FILTER WILL BE A GREAT FEATURE TO PROVIDE QUALITY
DRINKING WATER FOR COOKING, COFFEE, ICE AND SUCH TO THIS PLANNED HOUSE. WITH A WATER
SUPPLY PIPE TO BE 1" OR LARGER WE THINK THAT IT COULD HANDLE UP TO 3 BATHS, KITCHEN, AND
LAUNDRY USING CONVENTIONAL FIXTURES.
COLORADO DIV.OF WATER RESOURCES LICENSE #1106
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Waiver for Traffic Study
Dear Development Department:
We respectfully request a waiver for a traffic study as the addition of this single bedroom,
825 sq. ft. ADU will not significantly increase traffic on County Road 137 when
occupied by leaseholders family or guests.
Sincerely,
Bob and Hillery Oddo
216/2016 Garfie' · 1nty Land Elq:Jlorer
Cit£ Garfield County ) Garfie~d Couniy Colorado land Explorer ; C(i !Q \ :2, . 0 "i ( t!J, ~~~. ~ \·-._ --~'' "-->~ ~ \~ ___ :t-_,
,;><>~ A t,:.:i ~ ... L~..-"i-
>
212103-54
•
21 •
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Bob cell: 970-379-7379
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Waiver Summary
In accordance with Section 4-202 of the Application and Review Procedures for Garfield County we are
requesting the following waivers. In response to Criteria #1 and #2 the project size (825 sq. ft. in existing
barn) is located on a 35 acre parcel in a rural area of Garfield County using an existing paved driveway
with access from County Road 137. It will utilize a shared domestic well and reverse osmosis water
treatment system, as well as an existing onsite waste water treatment system which includes an existing
leach field an d 1,000 gallon separate septic tank. In response to Criteria #3, a proper and complete
review of the ADU would not be compromised in their absence. In conclusion, the following information
is not material to describing the proposal or demonstrating compliance, (Criteria #4).
• Grading and Drainage Waiver (See tab 7)
• Impact Analysis Geologic Hazards Waiver (See tab 8)
• Traffic Waiver (See tab 11)
• Four Hour Pump Test Waiver (See tab 12)
• Water Quality Test Waiver(See tab 12)
Thank you for your consideration. Please let us know what if there is anything else we can provide.
Sincerely,
Bob and Hillery Oddo
1111111111111111111111111111111111111111111111111111111
964443 06/02/2000 09:39A 81190 P668 " ALSDORF
1 of 4 R 20.00 D 38.00 GARFIELD COUNTY CO
WARRANTY DEED
Waterstone Canyon, Ltd., a Colorado corporation, Grantor, whose address is 3090
Grandview, Canon Oty, Colorado, 81212, for the consideratiou of Ten Dollais and other gooc! and
valuable consideration, in hand paid, hereby sells and conveys to Robert Allen Oddo and Hillery S.
Oddo, Grantees, as joint tenants, whose address is 170 Cedar Gest Drive, Glenwood Springs,
Colorado, 81601, the follovving real property in the County of Garfield and State of Colorado, co wit:
A parc el of land situated in the E ~ NW 14 and the NE 1-4 of SectLon 24, Township 5
South, Range 90 Wesr of the Sixth Principal Meridtan, County of Garlield, State of
Colorado; said parcel of land being more particularly described as follows:
Conunencing at the Northeast G>rner of Section 24, a BIM aluminum cap found in
place; thence$. 88°41'19" W. along the northerly line of said Section 24 1,671.52 feet;
thence leaving said northerly line S. 02 °38 '12" W. 7 46.57 feet to the point of beginning;
thence S. 44°05'18'' W. 571.36 feet; thence S. 31°42'07" E. 459.16 feet; thence S.
13 °23 '47" W. 127 .19 feet to a point on the northerly right of way of County Road No.
137;
'nlence leaving the northerly line of said Section 24, the following ten (10) courses along
the westerly right of way of said County Road No. 137:
1.
2.
}.
4.
5.
6.
7.
8.
9.
Along the arc of a curve to the left having a radius of 9,444.54 feet, a central
angle of 00°17'19" and a distance of 47.56 feet (chord bears S. 51°29'37" W.
47.56 feet)
Along the arc of a curve to the right having a radius of 136.99 feet, a central
angle of 52°04'49" and a distance of 124.52 feet (chord bears S. 77°57'22" W.
120.28 feet)
N. 76°00'14" W. 107.88 feet
Along the arc of a curve to the left having a radius of 134.17 feet, a central angle
of 103°46'11" and a distance of 243.01 feet (chord bears S. 52°06'41" W. 211.13
feet)
S. 00°13'35" W. 130.26 feet
S. 11°33'22" E. 159.67 feet
Along the arc of a curve to the right having a radius of 342.98 feet, a central
angle of 25°26'55" and a distance of 152.34 feet (chord bears S. 01°10'05" W.
151.09 feet)
S. 13°53'33" W. 95.92 feet
Along the arc of a curve to the right having a radius of 180.00 feet, a central
angle of 71°22'34" and a distance of 224.23 feet (chord beais S. 49°34'50" W.
210.01 feet)
Page 1 of 4
J\FIER REOORDING, Rl'.11.JRN TO.
Schenk, Keal &dcW'onl.,, L1J'
J02 F.igluh Sm•~ sw )tO
Glenwood Springs. CX> 81601
111111111111111111 1111111111111111111111111111111111111
564443 06/02/2000 09:39A 81190 P669 " ALSDORF
2 of 4 R 20.00 D 38.00 GARFIELD COUNTY CO
10. Along the arc of a curve to the right having a radius of 225.00 feet, a central
angle of 24°22'21" and a distance of 95.71 feet (chord bears N. 82°32'42" W.
94.99 feet);
thence leaving said right of way along the arc of a curve to the left having a radius of
100.87 feet and a central angle of 46°02'36" a distance of 81.06 feet (chord bears N.
28°05'34" W. 78.90 feet); thence continuing along said centerline N. 51°06'52" W. a
distance of 39.20 feet; thence continuing along said centerline along the arc of a curve
to the right having a radius of 226.69 feet and a central angle of 22°37'57" a distance of
89.54 feet (chord bears N . 39°47'53" W. 88 .96 feet); thence continuing along said
centerline N. 28°28'55" W . a distance of 192.05 feet; thence continuing along said
centerline along the arc of a curve to the right having a radius of 174.00 feet and a
central angle of 16°43'47" a distance of 50 .8 1 feet (chord bears N. 20°07'02" W. 50.63
feet); thence continuing along said centerline N. 11°45'08" W. a distance of 64.49 £eet;
thence continuing along said centerline along the arc of a curve to t he left having a
radius of 699.50 feet and a central angle of 08°34'42" a distance of 104.73 feet (chord
bears N. 16°02'29" W. 104.63 feet); thence continuing along said centerline N.
20°19'50" W . a distance of 373.01 feet; thence continuing along said centerline along
the arc of a curve to the left having a radius of 731.19 feet and a central angle of
17°4 6'49" a distance of 226.91 feet (chord bears N. 29°13 '15" W. 226.00 feet); thence
com:inuing along said centerline N. 38°06'39" W. a distance of 46.17 feet; thence
continuing along said centerline along the arc of a curve to the right having a radius of
237.45 feet and a central angle of 11°43'52" a distance of 48.62 feet (chord bears N.
32°14'43" W . 48.53 feet); rhence continuing along said centerline N. 26°22'48" W. a
distance of 82.10 feet; rhence continuing along said centerline along the arc of a curve
to the right having a radius of 960.00 feet and a central angle of 15°52'46" a distance of
266.06 feet (chord bears N. 18°26'25" W. 265 .21 feet); thence continuing along said
centertine N. 10°30'02" W. a distance of 62.95 feet; thence continuing along said
ceruerline along the arc of a curve to the left having a radius of 216 .02 feet and a central
angle of 16°27'47" a distance of 62.07 feet (chord bears N. 18 °43'55" W. 61.86 feet);
thence continuing along said centerline N. 26°57'49'~ W. a distance of 118.82 feet; to a
point on the south line of Parcel B; thence continuing along said south line N.
89°19'34" E. a distance of 1,636.24 feet , to the point of beginning. Said parcel
containing 35.001 acres more or less.
Also described as Parcel "C'
With all its appurtenances including all easements, rights of vray, reservations and all other rights
appurtenant thereto, all improvements and all attached fixtures thereon; any right, title and interest of
Grantor in and to adjacent streets, roads or alleys,
Grantor vrarrants the title to same, subject to general property taxes for the current year; effect
of inclusions in any general or specific water conservancy, fire protection, soil conservation or other
Page 2of 4 1 ·,;11\ll/l-......_...,c;..r:o ·~l,i.l\Oll).W.....•'l'""Q.,..,.,~,t\Ll.110:.-µJ
Sw·vc)' Docrip1iion P1ep~ By: t-fch Co~ry Engineering
AFTl!R REOJl\DING, RETt.RN TO
Scbmlr, Kun & .i.w..,.,,, LU'
lOZ Ei,tnh St,..~ Sui<e l 10
GlmM>Od Sp.inc>, CO 11601
111111111111111111 111/ lllll lllllll lllll Ill lllll llll llll ~64443 06/02/2000 09:39A 81190 P670 M ALSDORF
3 of 4 R 20.00 D 38.00 GARFIELD COUNTY CO
district or inclusion in any water service or street improvement area; building, zoning and land use
regulations ; -water ri ghts or claims to water rights; right of proprietor of a vein or lode to extract and
remove his ore therefrom should the same be found to penetrate or intersect rhe premises as reserved
in United States Patent recorded :March 27, 1896, in Book12 at Page 412 and recorded April 30, 1925,
in Book 112 at Page 587; right of way for ditches or canals constructed by-the authority of the Urutcd
States as reserved in united Stares Patent recorded March 27, 1896, in Book 12 at Page 412, reco rd ed
August 27, 1912, in Book 71 at Page 555 and recorded ApriJ 30, 1925, in Book 112 at Page 587;
easements and rights of way for County Road as constructed and in place; tight of wayfor roadway as
granted to Anna M Scott in deeds recorded February 3, 1912, in Book 86 at Page 122 and recorded
December 3, 1912, inBook50 at Page 532, which reads as folio~: "A 60 foot roadw.iy, with necessary
turnouts, conunencing at a point on the Baxter Road in Section24, Township S South, Range 90 West,
at or near .Baxter Gate, thence by most possible route across Section 24 , across Guion G-eek10 a
connection_ with road leading to Scott Ranch"; teffilS, conditions and provisions of Memorandum of
Understanding recorded February 18, 1998, in Book 1053 at Page 908; and easements and rights of way
for ditches, utility lines and roadways as shown on Improvement Survey dated May 22, 2000, prepared
by High ColUmyEngineering .as Job No. 99601.01.
TOGETHER WI1H and all water and water rights, ditch and ditch rights, well and well rights
appune nant to the real property, collectively referred co as the "water rights", which water rights are quit
claimed without warranries of title; provided that Grantor represents and warrants to Grantees that
such water rights are not.subject to anymonetai:y liens or encumbrances, leases or other use agreements.
Such water rights include, without limitation, One Third(%) of the following water rights which are
appurtenant to said Parcel as described above:
Structure Name Original Priority Priority Date Decree Date Amount Use
Case No. No.
Warner Ditch 1148 143E 06/01/1889 11/22/1905 0.4 Irr
WamerD.itch 4914 291 06/01/1920 11/10/1966 0.2 Irr
It is understood and agreed that Granter retains the remaining two-thirds (%) interest in the Warner
Ditch for the benefit of lands retained byGrantot. Such water shall be transported by pipeline to such
other lands utilizing an easement crossing Grantees ' property as described above. The location of such
easement shall be derennined by Granter subject to the written approval of Grantee, which approval
shall not be unreasona bly withheld. Grancor shall re-vegetate the area disturbed during installation of
the pipe lin e. In the event Grantee constructs a pond on the property described above to hold any
portion of these water rights , then Grantee shall line said pond so as to reduce water loss . The location
o f any such pond shall not inhibit Grantor's use of the retained water rights.
TOGETHER WITH and subject to the terms of an easement twenty {20) feet in width ac ros.s
certain lands also described as Parcel A for the purpose of building and operating an irrigation dircb to
cany the Warner Ditch warer and water rights to the propeny described above and to Grantor's lands
Page 3 of 4 1·'.1\M.llJ'"--··\••-... l.1.l•lll>· ..... .-C.~1m0ilo.•1.~·I
Surv~y ~miptinn PrcpartJ 8y: High C.ourmy Eng:im:erioK
AFl'ER RECOllDING, RET\Jl\N TO.
Schenk. Kem llC dtW"imer, UP
J02 Eighth Stm~ SW!1 JIO
Glcnwod Spriop, CO 81601
··11111111111111111111111111111111111111111111111 1111 If II
564443 06/02/2000 09 :39A 81190 P671 " ALSDORF
4 of 4 R 20 .00 D 38 .00 GARFIELD COUNTY CO
lying west of P arcel C as the same is described in that certain Warranty Deed recorded February 25,
1999, in Book 1116 at Page 415 as Reception No. 540843 of the Garlield County records.
RESE RVING to Granror an e as ement for ro adway and utili ty purposes located on the weste rl y
20 feet of th e westerly boundary of P arcel C as d ep icted o n the Improve ment Survey dated Miy 22,
2000, prepared by High Country E nginee ring as J ob N o . 99601 .0 1. Gram:ees sh all be entitle d to utilize
said roadway from time ro time with ou t any oblig ation t o share in the cost of operating and maintaining
th e sa me. In the eve nr Grantees sho uld utilize sai d roa d way fo r access to Parcel C, then Grantees shall
share on a proportional basis in the cost of operating and maintaining said roadway.
(
SIGNED this } J---day of June 2000 .
STA TE OF COLORADO )
) SS.
CDUNfY OF GARFIELD )
)5r
The foregoing instrument was acknowledged before me this -day of June, 2000, by Ross
D. Jeffery as President of Waterst:one Cinyon, Ltd., a Colorado corporation.
1'1\J11 11'•--·· •:."'~ .. 1 ... 1"'4ll · ,. __ r .. .,..,~.,lol<I...!.""""
S uno~r Dncription Prq>~d D)~ l-ligh O>tm1ry Engineering Page 4 of 4
,.,
j
Al'TEP. l\Eo:;ll\DI NG. KETUllN TO.
Schenk, Kcru & ~Wmu.r, UJ •
J Cl!2 ~Sm:a.5ue <l l O
Glm"""1il SpMr,1. 00 ll601
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Wastewater Plan
Dear Development Department:
The wastewater from the ADU will utilize our existing onsite treatment system which includes a
Garfield County approved leach field as well as a separate 1,000 gallon septic tank located at the
barn. This onsite wastewater system has been reviewed and approved for use by the ADU by
Sopris Engineering, LLC. See the following report.
Sincerely,
Bob and Hillery Oddo
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
March 5, 2016
Re: Water Quality Test Waiver
Dear Development Department:
We are requesting a Waiver for the Water Quality Test per the Water Supply and Distribution
Plan requirements.
We have an existing water system which is maintained and consists of a professionally designed
Culligan water softener, mechanical filters for potential sediments, Reverse Osmosis (RO) for
drinking water with two (2) 300 gallon water tanks in our garage for storage. The purposed ADU
will share this existing water system with shut off valves in the event water is inadvertently left
on in the ADU.
Aqua Tec, Inc. has been hired to assure that the Water Quality is maintained.
Sincerely,
Bob and Hillery Oddo
Bob and Hillery Oddo
2425 County Road 137
Glenwood Springs, CO 81601
Home: 970-945-7845 Work: 970-945-1006
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
February 13, 2016
Re: Water Supply Plan
Dear Development Department:
The water for the ADU will be provided by a shared domestic well (see permit). The water will
be softened and treated using the existing system that is used for our house. In our garage we
have two 300 gallon storage tanks of softened water. This water will be available to the barn via
an existing 1” waterline which was installed with the original construction of our house. A pump
will be installed in the barn to deliver the water. The ADU will have one toilet, one shower, one
bathroom sink, one clothes washer, one kitchen sink, and a 50 gallon hot water heater. Aqua Tec
Systems, Inc. has reviewed our existing system and verified it has the capacity to adequately
supply all anticipated water requirements of the ADU. (See letter in this section.)
Sincerely,
Bob and Hillery Oddo
Form No.
GWS-25
OFFICE OF THE STA TE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581 EXST
WELL PERMIT NUMBER ------=-30 ...... 0 .... 1.__6 __ 4 ______ -
APPLICANT DIV. 5 WO 39 DES. BASIN MD
ROBERT ODDO
2425 COUNTY ROAD 137
GLENWOOD SPRINGS, CO 81601-
APPROVED WELL LOCATION
GARFIELD COUNTY
SE 1/4 NW 1/4 Section 24
Township 5 S Range 90 W Sixth P.M .
DISTANCES FROM SECTION LINES
1500 Ft. from North Section Line
2300 Ft. from West Section Line
(970) 945-1006 UTM COORDINATES (Meters.Zone:13.NAD83)
PERMIT TO USE AN EXISTING WELL Easting: Northing:
1)
2)
3)
4)
6)
7)
8)
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit
does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from
seeking relief in a civil court action.
The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation
Contractors in accordance with Rule 18 .
Approved pursuant to CRS 37-92-602(3)(b)(ll)(A) as the only well on a tract of land of 35 acres described as that portion of
the E 1/2 of the NW 1/4 and the NE 1/4, Sec. 24, Twp. 5 South, Rng . 90 West, 6th P.M ., Garfield County, more particularly
described on the attached exhibit A. Further identified as 2425 County Road 137, Glenwood Springs, CO 81601 .
Approved for the use of an existing well, constructed on September 5, 1991, to a depth of 200 feet, and with a pump being
installed on September 23, 2002, all under permit no. 160679 (canceled). Permit no . 160679 was previously canceled per
the issuance of permit no. 277324 (canceled). Issuance of this permit hereby cancels permit no. 277324 .
The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than
three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the
irrigation of not more than one (1) acre of home gardens and lawns.
The pumping rate of this well shall not exceed 15 GPM .
The return flow from the use of this well must be through an individual waste water disposal system of the
non-evaporative type where the water is returned to the same stream system in which the well is located .
This well shall be located not more than 200 feet from the location specified on this permit.
NOTE: Section 24 is an irregular section.
NOTE: Permit nos. 160679 (canceled), 277324 (canceled) and 300165 were previously issued for this tract of land .
NOTE : Parcel Identification Number (PIN): 23-2123-242-00-176
NOTE: Assessor Tax Schedule Number: R006182 (totaling 35.001 acres)
APPROVED
DMW
State Engineer By
EX PI RAT ION DATE N/A Re cei ot No . 9504055A DATE ISS UED 02-17-2016