HomeMy WebLinkAboutpitkin.eh.264321200851 (2009) (Day Use Facility)Permit #: 09032
iNSITE WASTEWATER TREAT ENT SYSTEM (OWTS)
CONSTRUCTION PERMIT
0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611
Phone: 970.920.5070 Fax: 970.920.5077
Parcel I D #:
2643-212-00-851
Permit Issued: ❑NEW []REPAIR ®REMODEL/ADDITION ❑TANK ONLY []FIELD ONLY ❑AMENDMENT
Owner(s): City of Aspen -- Cozy Point
Property Address: 210 Juniper Hill Road
Legal Description:
Size of Lot: 168 Acres Detached Accessory Unit: ®YES []NO
Ri7P of Buildina:
Sq. Ft. Size of Accessory Unit:
ME
Sq. Ft.
The system is designed for: Day Use Facility for use by 20 people @ 15 gallons/person/day (Day Camp). This
system will tie into existing system ISDS Permit 02098 sized for a 1 bedroom cabin.
Designed By:
Phone #:
All Service Septic, LLC Project #: _
970-618-5033 Mailing Address
1300 Dated
PO Box 2844, Glenwood S
October 2, 2009
CO 81602
Fax #: 303-2.16-2796 Email Address: Tpetzl @comcast.net
Perc Rate: 33 mpi
Minimum Tank Capacity:
Profile Hole Depth: 8 ft
563 gallons
Depth to Groundwater or Bedrock
Minimum Absorption Area:
Permit Cnnelitinns'
Greater than 8 ft*
507 w/ 30% reduction
This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications
cited above. Changes must be approved by this Department and the engineer prior to construction.
This system will add onto an existing system serving a one bedroom cabin (ISDS permit 02098.) The system will consist of
one NEW 1000 gallon two-compartment tank with an effluent filter on the outlet. The effluent line from this tank will feed into
the existing system and the EXISTING 1000 gallon tank. The EXISTING 11 }r'b inn o waiieed to be accessible from
grade, and 3 additional trenches will be added, each having 18 Quick for a total of 54 new chambers. There must be at least a
50 foot separation from the absorption area to the creek. *ISDS PermitQ098 stipulates that "high groundwater levels in
the area should be re -confirmed in the spring or early summer, prior to any future build -out." This issue must be
addressed by the design engineer and approved by this Department prior to installation of the absorption area.
Future use of chemical toilets on the property must follow criteria outlined in 6.28.140 E. of the Pitkin County OWTS
Regulation.
This Permit must be kept on-site curing installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this
Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for
the final inspection with a minimum of 48 hours notice.
Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS
Regulation.
This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in
accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation.
THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN
COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE.
Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. rermisslon Is nereoy
given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This
Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing
must be submitted and approved by EH/NR before final approval of the system will be issued.
ONSITE WASTEWATER TREATMENT SYSTEM (OWTS)
CONSTRUCTION PERMIT APPLICATION
EH/1 0405 Castle Creek Road, Suite 10 • Aspen, CO • 81611
Phone: 970.920.5070 Fax: 970.920.5077
Parcel ID# (available from the Pitkin County Assessor's Office --7 �-(' 43 _ ZIZ _ M- t
970-920-5160 or at www.pitkinassessor.org): .
Purpose of Permit: ❑ NEW ❑ REPAIR DUE TO FAILURE REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY
Cost of System Rep or Remodel/Addition approximate):
Property Address:
210 WNTQ2- thLi--,
Lot: Block: Filing: Subdivision:
Prop e Owner(s)*: Email Address:
of o
Owner's Mailing Address: City, tate, Zip:
o (J 1
Home Phone: Bu iness hone:
ti
*Contact information must be provided for the owner signing this application.
Pry Contact Person/Applic (if not owner): Company:
im r
O UWMS 6��;�ZooT� I
Contac plicant aili Add s: City, %4e, Zip: I
Ce I Phone:_� �, ��0� B in s Phone: z _
Fa u be ^9 f 5� Email Address:
Building Permit # (if applicable): 1
Lot Size (in acres): 0 a3r
Size of Building (square feet): Number of Potential Bedro ms: 1 Q
Detached Accessory Unit? YES XNO Size of Accessory Unit (square feet):
❑
Number of Potential Bedrooms 7,A
List for the Accessory Unit:
Water Source:
PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM
Name of Community/Public Water System (if applicable):
Engineering Firm: Job Number: Phone N ber: Fax Number:
5 5 C -33 "21(0-2
Mailing A dress: City, State, Zjyx, CD
PLEASE READ BEFORE SIGNING:
I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents
included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any
inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit
Pitkin County Environmental Health Department
Contact Log Sheet
r�
Carla Ostberg
From: Carla Ostberg
Sent: Wednesday, October 07, 2009 1:38 PM
To: 'Tim Petz'
Subject: RE: cozy point
The addition to the system is what I was referring to when I said "build -out". In the 2002 design, there were proposed
additional trenches for "future" capacity. At that time I noted that the soil eval was done during a very dry time of year
(October) and was concerned back then. I would like some additional verification PRIOR to installation of the absorption
area. You can decide how you want to handle that, unless you think issuance of the permit is premature — in which case
I can hold off.
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
From: Tim Petz [mailto:tpetzi@comcast.net]
Sent: Wednesday, October 07, 2009 1:34 PM
To: Carla Ostberg
Subject: Re: cozy point
Carla,
Monroe is not doing any extra buildouts, just providing bathrooms and sinks for his summer activities (Dont
know if that matters, just an FYI)
I think a conformation pit would be a good idea.
They have access to machinery, and could dig one pretty easily. But the problem is we are in fall and not
spring.
have a call into monroe to get his construction plans.
tiro
All Service septic, LLC
PO Box 2844, Glenwood Springs, CO 81602
970-618-5033
6147 Braun Court, Arvada, CO 80004
303-908-7823
FAX 303-216-2796
----- Original Message
From: "Carla Ostberg" <Carla.Ostberg@co.pitkin.co.us>
To: "Tim Petz" <tpetz1@comcast.net>
Sent: Wednesday, October 7, 2009 11:06:41 AM GMT -07:00 US/Canada Mountain
Subject: cozy point
Got the new design. I am in the process of reviewing this now, but on my 2002 peg ...it for the existing system, I stated
that high groundwater levels in the area should be re -confirmed in the spring or early summer prior to any future build-
out". How has that beenddressed? I know it is in fairly close proximity to the creek and possibly at a lower elevation
than the existing trench?? Do you know when they plan on installing the system? If nothing has been done on this, we
can either re -excavate a profile hole and check for mottling at the lower end of this proposed field, or we could wait til
spring and reconfirm at that point. I would be OK issuing a permit CONTINGENT on some kind of re-evaluation.
Thoughts???
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
Carla Ostberg
From:
Carla Ostberg
Sent:
Wednesday, October 07, 2009 11:07 AM
To:
'Tim Petz'
Subject:
cozy point
Got the new design. I am in the process of reviewing this now, but on my 2002 permit for the existing system, I stated
that "high groundwater levels in the area should be re -confirmed in the spring or early summer prior to any future build-
out". How has that been addressed? I know it is in fairly close proximity to the creek and possibly at a lower elevation
than the existing trench?,? Do you know when they plan on installing the system? If nothing has been done on this, we
can either re -excavate a profile hole and check for mottling at the lower end of this proposed field, or we could wait til
spring and reconfirm at that point. I would be OK issuing a permit CONTINGENT on some kind of re-evaluation.
Thoughts???
Carla Ostberg, MPH, REFIS
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
THE CITY of ASPEN
April 23, 2
Pitkin County Community Development Office
130 South Galena
Aspen, CO 81611
To Whom it May Concern:
The City of Aspen authorizes Monroe Summers, dba Cozy Point Ranch, LLC,
to act as Agent for the City of Aspen for the purpose of obtaining building permits
and overseeing the supervision of construction activities relating to the renovation of
structures located at Cozy Point Ranch, Aspen, Colorado.
Sincerely,
Stephen Ellsperman
Director, Parks and Open Space
I
130 Som GALENA STREET • ASKA, COLORADO 81611.1975 • PHONE 970;920.5000 • FAx 970.920-5197
www. Rspengovxom
Printed on Recyded Paper
Carla Ostberg
From: summersproperties@comcast.net
Sent: Tuesday, October 06, 2009 10:15 AM
To: Carla Ostberg
Subject: Fwd: Day Use Septic Design
Attachments: 1300 Design For Day Use Facility 10-2-09.doc; 1300 Design Plan 10-2-09 Day Use Facility.pdf
HI Carla,
Finally! Sorry for the delay, it has been a wicked year but things are finally calming down. I assume
Tim has discussed these plans with you. In reviewing some of our summer emails I came upon a
note from you saying you had had several inquiries about serving food in this building. This will not
be happening. This was just a potential subtenant investigating possibilities. We may have things
catered in like we currently do when we have a function, or keep some granola bars handy, but we
will not be doing any kitchen activities or commercial cooking in any of the buildings.
I'll give you a call and drop off the hard copy as soon as recieved.
Regards,
Monroe Summers
Cozy Point Ranch,LLC
Business Office:
111KAABC
Aspen,CO 81611
970-925-4446 (office)
970-920-9153 (Fax) I
Ranch:
210 Juniper Hill Road
970-922-6755 (Barn & Barn Fax)
Patti Watson,Ranch Manager
970-618-5596 (Cell)
Monroe Summers,General Manager
970-379-0808 (Cell)
----- Forwarded Message -----
From: "Tim Petz" <tpetz1 @comcast.net>
To: summersproperties@comcast.net
Sent: Monday, October 5, 2009 5:01:39 AM GMT
Subject: Day Use Septic Design
Monroe,
-07:00 US/Canada Mountain
Attached is the electronic copy of the septic design for the Day Use Facility.
L -j
0
I will drop off the hard copies tomorrow to the ABC. I will drop off 3 copies, one should go to Carla
Ostberg.
ALSO - She will accept the electronic version to get started. Call her before you go in and submit.
920-5070.
tim
All Service septic, LLC
PO Box 2844, Glenwood Springs, CO 81602
970-618-5033
6147 Braun Court, Arvada, CO 80004
303-908-7823
FAX 303-216-2796
Carla Ostberg
From: summersproperties@comcast.net
Sent: Friday, March 13, 2009 8:11 AM
To: Carla Ostberg
Cc: Stephen Ellsperman
Subject: Re: OWTS app
Carla,
We're being told that it should be any day now. There was one last form that had to go from the City
Water Department office to the state water people in Glenwood. It got sidetracked for a while but has
been signed and returned for about three weeks now. Please bear with us for a short time longer. I'll
let you know the minute we get our hands on the approved paper.
Thanks,
Monroe Summers
Cozy Point Ranch,LLC
Business Office:
111KAABC
Aspen,CO 81611
970-925-4446 (office)
970-920-9153 (Fax)
Ranch:
210 Juniper Hill Road
970-922-6755 (Barn & Barn Fax)
Patti Watson,Ranch Manager
970-618-5596 (Cell)
Monroe Summers,General Manager
970-379-0808 (Cell)
----- Original Message -----
From: "Carla Ostberg" <Carla.Ostberg@co.pitkin.co.us>
To: summersproperties@comcast.net
Sent: Thursday, March 12, 2009 4:37:07 PM GMT -07:00 US/Canada Mountain
Subject: OWTS app
Should I pack this up and send it back to you? How's that well permit coming?
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmental Health a'nd Natural Resources
970-920-5438
N
Carla Ostberg
From: Carla Ostberg
Sent: Monday, June 29, 2009 11:49 AM
To: 'Barbara Dallemand'
Subject: RE: day camps
That helps. Thanks!
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
-----Original Message
"V r
From: Barbara Dallemand[mailto:bdallemand@smtpgate.dphe.state.co.us] O)
Sent: Monday, June 29, 2009 11:45 AM '01-1 to
To: Carla Ostberg
Subject: Re: day camps
The critical factor is whether or not they have a kitchen for food preparation or a facility
on site for doing dishes. The other possibility is "Restaurant with paper service only"
which is 25 gpd per seat and interestingly, a lower BOD number than day camps.
If they won't have anything that would allow food scraps or cooking oil or dish/pan wash
water to get into the wastewater system, then using the day camp number would be ok. If you
have concerns that they will load the system up or that they might serve more than one meal
per day, you could use the restaurant number or "request" a safety factor of 25% or more.
Barbara
Barbara L. Dallemand, P.E.
Onsite Wastewater Program Coordinator
Water Quality Control Division
Colorado Department of Public Health and Environment
(303) 692-2366
>>> "Carla Ostberg"<Carla.Ostberg(@co.pitkin.co.us> 6/29/2009 11:28 AM
Hi Barbara,
The regs have figured a use for day camps with no meal service t 15 gpd. What about camps
WITH meal service (I'm thinking probably a bag lunch - something imple -__possibly catered
Thanks,
1
Carla Ostberg, MPH, REHS •
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
Carla Ostberg
From: Carla Ostberg
Sent: Tuesday, May 12, 2009 2:22 PM
To: summersproperties@comcast.net'
Cc: 'Tim Petz'
Subject: RE: Questions for Day Use Building
Yes, this is helpful. Continue to work with Tim to decide how to size the system appropriately and find one that will fit
the needs of the camp now and in the future. I think Tim can provide you with some options and some cost estimates.
The city should keep options open for max numbers (35 kids/day) —they need to invest in that system. If real numbers
are more like 20 or 25, that's fine — but that number will be a cap for camp attendance (aside from "special events"
where port -a -potties can be used infrequently).
Let me know what you guys decide.
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmerhtal Health and Natural Resources
970-920-5438
From: summersproperties@comcast.net [mailto:summersproperties@comcast.net]
Sent: Tuesday, May 12, 2009 12:46 PM
To: Carla Ostberg
Cc: Stephen Ellsperman
Subject: Re: Questions for Day Use Building
Carla,
Thanks for the update. The lady who started the summer camp back in the early 90's (at another
venue) used to say that she felt lucky if she averaged 20 kids during the peak season. She also had
a mandatory cap of 30 kids because she didn't have the equipment, staffing, or space to accomodate
more comfortably at Cozy Point Ranch. I used 35 in the augmentation plan as a future absolute top
set number on the busiest days of the summer season. I think 20-25 would be a much more realistic
High Average as you put it. When we have more than that we ssTar getting complaints from our year
round boarders.
Lunch is bring your own sack lunch for full day kids. Half day kids will not need a lunch. We are very
accustomed to porta potties for bigger gatherings.
I hope this is helpful.
Monroe Summers
Summers Properties West,lnc.
111KAABC
Aspen,CO 81611
970-925-4446 (Offic(l.)
970-920-9153 (Fax)
970-379-0808 (Cell)
----- Original Message -----
From: "Carla Ostberg" <Carla.Ostberg@co.pitkin.co.us>
To: summersproperties@comcast.net, "Tim Petz" <tpetz1@comcast.net>
Sent: Tuesday, May 12, 2009 8:23:24 AM GMT -07:00 US/Canada Mountain
Subject: FW: Questions for Day Use Building
Hi Monroe,
I think the lunch component is important here. That will necessitate use of the bathrooms eventually (one would
think!). What do you think is your average (high) max? Just because you have approval for water service for use by 35
people doesn't mean we need to use that number. Let's use a real number, and you can consider bringing in a port -a -
potty for "special" events with higher than usual attendance. I'm not sure we can get around the State Guidelines flow
of 15 gpd/person.... Low flow fixtures will NOT factor in at all with the sizing. There is no reduction allowed for that.
New fixtures are usually pretty water efficient anyhow.
Tim and I will talk more about this today to keep the process moving.
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
From: Tim Petz [mailto:tpetzi@comcast.net]
Sent: Tuesday, May 12, 2009 4:52 AM
To: Carla Ostberg
Subject: Re: Questions for Day Use Building
Carla, yes got a response. It sounds like the use is minimal, little kids basically. They would do 'low -
flow' fixtures. ,,,,,,,,,,,anyway read below, this was directly from Monroe. read below.
"""The day camp is held at the ranch. Historically it has been held at the old historic red barn. There
is only this one site. 35 Kids is an absolute top set figure and is only reached OCCASIONALLY
during the peak weeks of the summer season in late July through mid August. We have historically
rented a single porta pottie and hand washing station which is cleaned once per week for the entire
summer season.
The camp offers full day (10AM to 4PM) sessions (2 hour lunch and rest period with arts and
handicrafts) or half day sessions (10-12 or 2-4). These are little kids and they don't have long
attention spans.
2
We have not specified the fixtures yet and we could specify low flow fixtures if that would help. On a
realistic note, I would suspect that with little kids low flow fixtures might occasionally require two
flushes for reasons we don't need to go into here.""
Monroe Summers
Summers Properties West,lnc.
111KAABC
Aspen,CO 81611
970-925-4446 (Office)
970-920-9153 (Fax)
970-379-0808 (Cell)
All Service septic, LLC
PO Box 2844, Glenwood Springs, CO 81602
970-618-5033
6147 Braun Court, Arvada, CO 80004
303-908-7823
FAX 303-216-2796
----- Original Message -----
From: "Carla Ostberg" <Carla.Ostberg@co.pitkin.co.us>
To: "Tim Petz" <tpetz 1 @com cast. net>
Sent: Monday, May 11, 2009 2:56:17 PM GMT -07:00 US/Canada Mountain
Subject: RE: Questions for Day Use Building
Have you heard back from Monroe yet?
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
From: Tim Petz [mailto:tpetzl@comcast.net]
Sent: Thursday, May 07, 2009 2:43 PM
To: Carla Ostberg
Cc: summersproperties@comcast.net
Subject: Questions for Day Use Building
Hi Monroe,
Carla and I are trying to work our a good way to size the drain field for your actual use, and follow
current state and county regs.
Monroe,
1. Is the day camp at the ranch or is there a separate "camp" that they leave to go ride so that water
use is actually split between 2 sites?
2. Is the day camp a full day or is it a half day for just riding?
3. What are the fixtures in the building, are there 'low flow' features? or anything that would let us
"guarantee" a lower water use?
Just brainstorming Monroe .... you may call me directly if you have questions. 618-5033
tim petz
All Service septic, LLC
PO Box 2844, Glenwood Springs, CO 81602
970-618-5033
6147 Braun Court, Arvada, CO 80004
303-908-7823
FAX 303-216-2796
a*r'AILA
1
a
ok.
Carla Ostberg
From:
Debbie Weinant
Sent:
Tuesday, April 21, 2009 1:33 PM
To:
Summersproperty@comcas.net
Subject:
New Addresses at Cozy Point
Attachments:
Cozy Point.pdf
Address: 34698 Hwy 82
PIN: 2643-212-00-851
Owner: Cozy Point Ranch, LLC (City of Aspen)
Location: Access is off Hwy 82, see attached map.
Address: 220 Juniper Hill Rd
PIN: 2643-212-00-851
Owner: Cozy Point Ranch, LLC (City of Aspen)
Location: Access is off Juniper Hill Rd, see attached map.
Debbie Weinant
Pitkin County Community Development
130 5 Galena St
Aspen, CO 81611
970-920-5525
1
L} PO Box 2844
Glenwood Springs, 10 81602
SEBY�CE Ph 970-618-5033
L L Fax 303.216-2796
November 29th 2009
Summers Properties West, Inc. Attn: Monroe
111 K Aspen Airport Business Center
Aspen, CO 81611
Installation Observations for Cozy Point Ranch DAY USE FACILITY
210 Juniper Hill Road, Permit #09032
Pitkin County, Colorado
Monroe,
Project No. 1300
ALL SERVICE septic, LLC performed an installation observation on November 17tH 18" and 24'
2009 for the subject property.
The installation included a 1000 -gallon, two-compartment concrete septic tank with an effluent filter
and a traffic rated lid, followed by three gravelless chamber trenches. Each trench had 18 `Quick -4'
chambers for a total of 54 chambers, equaling 533 SF of drain field. The new septic tank directed
effluent to an existing cabin septic tank prior to directing the effluent to a distribution box brought to
grade, as shown an Figure 1.
A test pit was excavated to confirm soil and groundwater conditions. The materials in the test pit
consisted of 6 -inches of a clayey root zone, underlain by sandy clay with sparse gravel to 1.5 feet,
underlain by stiff sandy clay to the maximum depth explored of 9 -feet. There was no indication of
groundwater OR seasonal groundwater in the test pit.
The OWS was installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes
are made to the OWS.
LIMITS:
The observation was based on information submitted and our site visit. If conditions are different
from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional
OWS construction must be according to the county regulations. The installer should have
documented and demonstrated knowledge of the requirements and regulations of the county in which
they are working. j
Sincerely,
ALL SERVICE septic, LLC
Timothy R. Petz
2 copies sent
Copy sent to Pitkin County Health Dept.
Email Copy to Bob sgcbill@comcast.net
Installation Observationsoozy Point Ranch, Day Use Facility
November 29h 2009
Pro No 1300
Page 2
Reviewed
Richard H
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OWTS DESIGN CALCULATIONS - for Pitkin
Owner's Name ` 'r> a " 4 Parcel ID # ''A
House Size (sq. ft.) , (75 gpd or 100 gpd) 15
Number of Bedrooms in Main House 7,.�., i, .,,
Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House W N t (�C
Ca V�kp
Number of Bedrooms in Detached Caretaker unit uy
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 300
State Review Required? no
Perc Rate ow, (T)
Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5
Q= 450
Minimum tank capacity 563 gallons
Absorption Area (=Q X SQRT perc rate)(1.4 loading factor)
A = 72 q. ft. of absorption area required
Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor)
A= 517 sq. ft. of absorption area required
Abs. Area w/ loading factor (B25) Trench Bed
Quick4 Trench
Quick4 Bed
Pipe and Gravel (-10%) 651 no red.
724
66
73
Dosing (-20%) 579 (-20%)
Chambers (-30%)507 (-10%)
579
65151
59
59
66
Max Allowable 5( 0%) 362 (-30%)
507
37
51
Secondary Treatment
Abs Area w/ out loading factor (B28) Trench Bed
Pipe and Gravel (-10%) 465 no red.
517
47
52
Dosing (-20%) 414 (-20%)
414
42
42
Chambers (-30%) 362 (-10%)
465
37
47
Max Allowable (-50%) 259 (-30%)
362
26
37
100
SETBACK FROM WELL
# of feet =
50
SETBACK FROM POND, REAM OR IRRIGATION DITCH
# of feet =
25
SETBACK FROM DRY GULCH
# of feet =
%
fl L L ''iPO Box 2844
S Glenwood Springs, CO 81602
Ph 970.618-5033
ME �Fax 303.216-2796
October 2, 2009
Summers Properties West, Inc.
Attn: Monroe Summers
111 K Aspen Airport Business Center
Aspen, CO 81611
Onsite Wastewater Treatment System Design for Day Use Facility
Cozy Point Ranch
210 Juniper Hill Road
Pitkin County, Colorado
Monroe,
Project No. 1300
ALL SERVICE septic, LLC has prepared an onsite wastewater treatment system (OWTS) design for
the subject day use facility at the property. The property is located outside of Aspen Colorado, in an
area where OWS and wells are necessary. Separate OWTS designs were prepared by our firm for
other cabins on the subject site, which were permitted under separate cover.
SITE CONDITIONS
Cozy Point Ranch is located along Highway 82 and Juniper Hill Road, and has ranch facilities with
multiple cabins and buildings. There is a creek flowing to the south of the cabins. There are OWTS
serving existing structures. One north OWTS serves cabins and is indicated on the plans. Another
south OWTS serves a 1 -bedroom cabin as indicated. Some of the south OWTS components will be
utilized in the new Day Use Facility proposed OWTS design. Water is provided by a well, as
indicated.
I
SUBSURFACE ,. S' i D ` � ( 02'
The subsurface for the proposed OWTS was investigated by CHURCH and Assoc. by excavating one
profile hole and three percolation holes (attached). The subsurface conditions reported consisted of
clayey sand with sparse cobbles to the maximum depth explored of 8 feet. Percolation rates ranged from
27 to 40 minutes per inch (MPI). Ground water was not encountered. An average percolation rate of
33 MPI will be used to design the south OWTS.
C
® Onsite Wastewater Systems
Page 2
DESIGN SPECIFICATIONS FOR the DAY USE FACILITY
The upgrade OWS design is based on 20 persons per day at 15 gallons per person per day. The
OWTS will be based on an average loading of 300 GPD.
The installation must include a new 1000 -gallon, two-compartment concrete septic tank with an
effluent filter on the outlet, followed by three new `Quick -4' chamber trenches. The new 4 -inch PVC
sewer pipe exiting the new 1000 -gallon septic tank may be connected to the existing sewer pipe from
the barn, as indicated on plans. The effluent will then be directed to the existing cabin 1000 -gallon
tank, and hence to the distribution box and drain field.
The new chamber trenches must have three rows of 18 `Quick -4' chambers each, for a total of 54
chambers, equaling 533 SF of infiltrative area. The existing distribution box may be used to distribute
effluent, and access to the distribution box must be at grade.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain
field due to the potential to compact soil. Extensions should be placed on all septic tank components
to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be
used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices
is optimal.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the OWTS during construction. The OWTS
observation should be performed before backfill, after placement of chambers and distribution pipes.
Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must
also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the
installation.
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from
conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS
construction must be according to the county regulations. Requirements not specified in this report
must follow county regulations. The installer should have documented and demonstrated knowledge
of the requirements and regulations of the county in which they are working.
Please call with questions.
Sincerely,
ALL SERVICE �eptic, LLC
Timothy R. Petz
3 copies
Reviewed By:
Richard H
Onsite Wastewater Systems
Page 3
(3
CROSSING OF SEWER LINES AND WATER LINES IS PERMITTED
WHEN BE WER LIN
ESENCASEDWITHSCHED40PVC10FEETON 1,
EITHER SIDE OF WATER LINE. IXISTNNG NORTIcnw F¢D
ewsrNc scPrcT r
mSM 0
N
I
SCALE: 1" 30'
my EFdR L
_ �ELL� UBM .AN4N�
�nxru
AF
GAADE
IP YReDTPJ
.m �rA.eEn aFVClarmFvs v II -.
2 Companment Septic Tank wkh 4" Dia. Biotube Effluent Filter
iA Myr H � M`p
TANK SPECIFICATIONS
CAPACITY REQUIRED = 300 X 1.5 X (30 HOURS/24 HOURS) =553 GALLONS
REQUIRED TANK(S) = 1000GALLON TANK WITH AN EFFLUENT FILTER ON THE OUTLET
CROSS SECTION OF TYPICAL CHAMBER -TRENCH
OENVATpN
DR j-
3.0'MAX L�,xTI� 2.0'MIN
-MN
INFILTRATOR(R) OUICK4(TM) CUT SHEET
II
PLAN VIM CHAMBER TRENCHES - NT S,
PM
DAY USE FACILITY TRENCHES DESIGN
DAY USE FACILITY (TOLIET AND SINK) (20 PERSONS/DAY) ® 15
GALLONS PER DAY = 300 GPD
AVERAGE LOADING =300 GALLONS PER DAY
PERCOLATION RATE =33 MINUTES PER INCH
DESIGN LOADING = O = 300 X 1.5 = 450 GALLONS
CALCULATED AREA = (450 X sgr133) 15 (X 1 A) = 724 SF
REDUCTION OF 30% BASED ON GRAVELLESS CHAMBERS =507 SF
ADDITIONAL REQUIRED AREA = 507 SF
TRENCH SPECIFICATIONS
WIDTH OF TRENCHES = 3 FEET =1 'QUICK4. CHAMBER
LENGTH OF TRENCHES = 72 FEET = IS IQUICK<' CHAMBERS
TOTAL NUMBER OF NEW CHAMBERS = 54
PROPOSED NEW INFILTRATIVE AREA =533 SF
THREE TOTAL TRENCHES
NOTES:
TRENCHES MAY BE ANGLED TO FIT TOPOGRAPHY AND TO
MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R)
OUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT
POINTS FOR THIS PURPOSE.
THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT.
VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES.
LIMITATIONS -THESE PLANS MUST BE USED IN CONJUNCTION WITH
LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON
INFORMATION SUBMITTED. IF 500. CONDITIONS ENCOUNTERED ARE
DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE
SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE
ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE
DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS
OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL
SERVICE SEPTIC LLC.MUST VIEW INSTALLATION
x wM'
ITSTME —RE ALL
caNgw.,FO FRw FT. FxuvATpr4 0I FTE pitli4 HSN, �~
ALL SERVICE septic, LLCT21C
ZY POINT RANCH Project No. 1300
PO 00%2BN JUNIPER HILL ROAD DAY USE FACILITY - ONSITE WASTEWATER TREATMENT SYSTEM DESIGN
GLENWOOD SPRINGS, COSte02 KIN COUNTY, COLORADO 10-2-09
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ABBREVIATIONS
SYMBOLS & MATERIAL LEGEND
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DIRECTORY
1.
AR�G�� y,I�Er
kma�w.�✓mmmm
4tRUCIURAL HliGH:EEAING
LIST OF DRAWINGS
RENO SMITH
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SECTION O RECEPTION BUILDING
114'- V -O'
Tc. e:nT nwee
SECTION, o RECEPTION BUILDING
1/4"- V-0'
.O.[xllT.ROQt_�
�rc r� ce---rJ•�
3 TYPICAL WALL SECTION
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GLWXN NOTES
1. PRO.ECT SCOPE: THESE STRUCTURAL DRAWINGS WY BE USED TO
CONSTRUCT ONLY THE ODZY POINT CANS LOCATED IN ASPEN, COLORADO.
2. BEADING WOE THIS DESIGN IS BASED ON AHE NTERNATIMAL BUILDING
CODE. (2003 EDT„). ALL WOIO SN- BE PERFORMED IN ACCORDANCE
WIN THIS CODE ANO CITY OF ASPEN. COLORADO REQUIREMENTS INCLUDING
THE OTY OF ASPEN / RTRN COUNTY EFFICIENT BUILDING PROGRAM
REQUIREMENTS.
3. DESIGN LOADS:
A. THIS STRUCTURE IS CLASSIFIED AS A CATEGORY 0 STRUCTURE
B. DEAD LOADS SMALL OF N ACCORDANCE ON SECTION 1606.
ROOF 16 PSF
C GAM LOADS SHALL BE IN ACCOROMOX: WITH SECTION TOM
GRAND SNOW. 15 PSF (N ACCORDANCE WIN SECTION
7 OF ASCE 7)
SHOW FACTOR 1.0 (IN ACWROANCE VAIN BUILDING
p SSFlCATIOH)
UNBALANCED SNOW LOADS PER SECTION 7.5 OF ASM 7
DIWFDNG SHOW LOADS ON LOWER RODFS PER SECTION 7.7 OF ASCE
ORIF TING SIPCO LOADS ON ROOF PROJECTIONS PER SECTOR 1.6 OF
ASCE 7
D. NND LOADS SHALL BE N ACCORDANCE ON SECTION 1609
V35 9D MPH
EXPOSURE B
MND FACTOR 1.0 (IN ACCORDANCE WN BUILDING
CUSSW6ATION)
HEIGHT MOI EXPOSURE COEFFICIENT AS PER EACH AREA.
E. EART OLLAKE LOADS SHALL BE N ACCORDANCE MM SECTION
1614 AND 1615
SITE CLASS C
S. 0.425
S1 0,092
4. CONSTRUCTION METHOD
A ME STRUCTURAL MAWNGS REPRESENT ME FINAL STRUCNFQ.
ME DRAWINGS DO NOT NgCATE THE CMNACTORS MEANS METHODS.
TECHNIQUES. SEQUENCES OF CONSTRUCTION AND JOB 51E SAFETY. ME
ENGINEER OF RECORD IS NOT RESPONSIBLE FM THE CONTRACTOR'S
FAILURE TO FOLLOW PLANS. SPECIFICATIONS, AND/M ENGINEERING
RECOMMENDATIONS. NM IS THE ENOA'FER OF RECORD RESPONSIBLE FOR
ECMOIIO LOSS AND/M DELAYS OF THE CONTRACTOR OR
SUBCONTRACTORS.
8. ALL CMSIRD "M SNALL BE ADEQUATELY BRACED TO PREVENT
DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL
FORCES.
5. -EC-
A,
A. THE STINCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION
WITH
TIE ARCHITECTURALELECTRICAL. WEMMNCAL, PLUMBING AND STE
MAWRN CONFLICTS IN DMERSM AND INTERFERENCE SHALL BE
DIRECTED TO THE MMITECT PRIOR TO OMISTRUCDM.
S. SPEOFICATKONS:
A IF COW UCT ARISES FROM ME RECOMMENDATIONS OF THESE
OR AM
AND NOSE CMTAINER IN ME SPECIFICATIONS ME ARCHITECT
SHALL BE NOTIFIED OF ME DISCREPANCY PRIOR TO CONSTRUCTION.
7. MANNG DIWNSMS:
A 411 DIMENSION IS TO BE DETERMINED B'M' CALING ME DRAWINGS
OR DETARS. IF A DIMEN51M 15 NOT IND AM
ME DRAWINGS AND IS
HEEDED. CONTACT THE STRUCTURAL ENGINEER FOR CLARIFICATION F
ARCHITECTURAL DRAWINGS CONT ME SMUCTURM ENGINEER M THE
ME SIIUITURAL ERA GS AND E
ARCHITECT FOR OARRCATION.
1.1 SAWN LUMBER
A. DIMENSIONAL LUMBER (2.6 OR GREATER) SHALL BE DOUG -FIN (16% MAX.
MOISTURE CONTENT). 'N0. 2' GRADE TYR Al.
B. THE USE OF RECLAIMED OR REUSED WOW IS REWIRED FOR EYPOSED
TIMER FRAMING STRUCTURAL PROPERTIES OF THE WOW SNAIL MEET OR
EXCEED THE PROPERTIES OF DOUGLAS FIR 'NO. 2'.
G STRUCTURAL END -JOINTED OR EDGE GLUED LUMBER (FINGER JOINTED)
SHALL BE USED FOR SOLD -SAWN MEMBERS USED FOR U FRAMING.
STUDS, JOISTS, PLAWS AND DECKING. MEN FINGER JOINTED LUMBER IS
WARNED 'SND USE ONLY' OR'VERT USE ONLY SUCH LUMBER SHALL BE
LIMITED TO USE WHERE ANY BENDING CR TENSION STRESSES ME OF SHORT
DURATION.
0 WHEN PROPRIETARY PRODUCTS ARE SPEMEO (IE.'S6WSM'.
MUSJOIST', ETC). SUBSTITUTIONS ARE ALLOWED CLAY WITH THE PRION
APPROVAL OF THE SMLONRM EN'
THE CONTRACTOR 6 i0
SUBMIT A LIST NOICATNG ME PROPRETA PRWULT MAT WAIF SPECIFIED
AND THE REQUESTED PRODUCT FROM ANOMER MANUFACTURER, THIS UST
SHALL BE SUSINTMD TO THE STRUCTURAL ENGINEER
TWO WEEXS BEFORE
MATERIALS ARE ORDERED.
E ALL LUMBER SHALL BE MAIN ACCORDAME MTH IBC TABLE 40.
23,,.9.1 UNLESS GREATER NAILING IS SPECIFIED.
F. MRDPLE SND POSTS SHALL HANE SOLID BLOCKING UNDER THE SOLE
PLATE EOUM TO THE CROSS-SECTIONAL AREA OF ME POST UNLESS
OFTAIED OIFERWISE. (N SOLE ,SES. THE RIM BIMRD NAIL SERVE TO
NANSFEA THE POST LOADS.) ALL PM15 STALL BE SECURELY HALED TO
AULL TO THE
WALL MPLYWOOD E NONORAL MEMBERS OF MGyMW SHEATHING To ULTIPLE STUDOVIDE IO SHALLR BE NALIED
TOGETHER USING (2)-166 NAILS AT 16' O.0 STAGGERED. NOTCHES OR
HOES THROUGH POSTS SHALL NOT REDUCE ME MOSS-SECTMAL AREA
OF ME POST BY MORE NA N 251E
G ALL NON-WRTICAL LOAD BEATING WAILS SHALL HAYS A GM AT THE
TOP OF THE WAIL TO ALLOW DEFLECTION OF ME ROOF OR FLOOL USE A
SIMPSON DTC CUP AT 24' DC ON APPROVED EQUIVALENT TO LATERALLY
BRACE THE TM OF THE WALL
R ALL BOTTOM WALL PLATES RESTING ON CONCRETE OR MASONRY SHALL
BE PRESSURE TREATED HEM -FIR. BOTS SHALL SE PLACED C FROM THE
END OF A BOARD MFROM A HOE M NOTCH GREATER THAN 1/3 THE
WIDTH OF THE PL , AND SPACED AT INNRVMS NOTED.
I.ALL BOT HEADS AND NUTS BEATING ON WOOD SHALL HAVE WASHERS.
J. WHERE WM IS To BE CONNECTED To COOLIE WITH POWDER
ACTUATED FASTENERS, USE HILT X -DNI 72 P9536 PINS OR APPROVED
EOUNMLNT NND). THE PONDER ACTUATED FASTENER SHALL PENETRATE
ALTO THE CONCRETE 1' WN (UNO).
1.2 LAMINATED VENEER LUMBER BEAUS (LVE):
A. LIA MEMBERS SUM AS MICNOLAM MEMBERS SHALL CONFORM TO ME
SPECIFICATIONS OF ME TRJSJEXST CORPORATION (M APPROVED
EQUIVALENT). WITH MINIMUM E=1.900,000 PS, FC=2.600 PS 8 FV=285 PS
M APPROVED EOUIV""HT.
B. MULTIPLE PLY BEMIS TO BE NARED M BOLTED PER TYPICAL DETAL
1.3 METAL CONNECTORS:
A, HANGEIRS FOR =IS AND BEANS SHALL BE AS
INDICATED ON ME
PLANS AND SHALL CONFORM TO THE REQUIREMENTS OF MESIMPSM
CORPORATION, OR EQUIVALENT.
B. CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH ME MAWW
REQUIREMENTS 6 MANUFACTURER'S APEIFICATRNS. INSTAL ATTACHMENT
TO ACHIEVE MAXIMUM CONNECTION CAPACITY ANO).
G CCTMS NOT INDICATED GR THE MAMNGS SHALT BE SIBYRIED
MNE
TO ME DOWER FOR APPROVAL TWO WEEXS PRIM TO CONSTRUCTION.
D. 'WHERE T8 JOISTS BEM N STEEL "ANGERS. ME W W TO STEEL
BEARING MEA SHALL BE GLUED WIN U—NAILS CMSiRUC1ION
ADHESIVE (M EGINNENT) TO LIMIT FLOOR SQUEAKS.
1.4 ROM OVERERAUING:
A ROOF OVERFRAMNG SHALL CONSIST OF VALLEY SET TRUSSES M M •
24' O.C. PERPENDICULAR TO RIDGE LINE.
B. OVERFRANNO SHALL BE BURT OFF COMPLETED MAIN ROOF SHEATHING.
C REFER TO TYPICAL DETAR FM LAYOUT INFORMATION -
NEW
SISTER 141'.54' LK RAFTERS • 4'-P-
O.C. TO EXISTING 2Y6 (F.S. OF RAFTER).
FASTEN M/ 104 M 6' O.C. STAGGERED
2.6 • 4'-0' O.C. WIlAW\ /
THE (Ms. OF RAFTER) ><,,
0 2.6 RAFTER 4
O.C.
6THNG COLLAR TIE
(TO BE REMOVED)
NEW 6'-6'
/,BDLT THRU (E) 2.6 RAFTER,
NEW 54' LK ! COLLAR TE
I
1
rJ
Ru11 DING SECTION A___,
2 1 0
ORGRW41 SOME: � 1' 0'
LIE (F.S. OF PATER)
NEV cam WE *• i BOLTS •/ 14'
(U.S. OF RME11) WAs ERS EA SIE
A R TIE COf07EC00N
k 4 o it
ORIGINAL 5�1,-0'
END OFKLVL
SIMPSON LTP4 (TVP)4H2M (TYR)
61NG lE
BE REMOVED)
M PLATE
WNL MEMBER
BLWNING FLUSH TO RORER
C R CONNECTION
I
oRGNu scAiE: i � 1'-0'
WgTYPICAL GDON HEADER OETNL IS TO BE USED AT
ALL NEW DOOR LOCATIONS
2. CENTER DOOR BETWEEN ROOF RAFTERS MYTH
GNRLEVEREO UMNANGS 1'-0' LWf FROM DOOR
TO SUPPORT DORMERS
HF rcR vH FYI F
OPEWNC , 4': ONE (1) WHDNUOUS EXISTING LOG HEADER 6 REO'O
OPEMNG > 4' TO fi: TWO (2) CGNTIN LDS EX'STAIG LOG NEATENS A. REO'D
(*-, � HEADER
vOt k 4 o h
nwIrORIGINLL1._0.
ZJ
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ROOF TRUSS AN0
HEADER DETAIL
M
V NEW 54.5V PSL
1.OF RASED HEADER
(STAGGERED) (IVP � FA FIND) 111
II
MTM PLATE
SECTION
Dams” TOP - A
iMUE
WAS ISN MIERINIM, A
4
5H'A' LVL COULD BE
TIPPED TO FT MORE
PRECISELY
EAS1NG 2.6
SIMPSM H2SA (M)
EN5TM COLLM TIE\
(TO BE RE WED) \
A!
_ _
• NEW 54154'
JTr
•... PSL 1 BE RAISED
EXISTING 2.6 TOP PLATE
AI
IX6TWG TM LW TO BE
• I
'iRF/AWE EX41MG MR"
O DOOR HEADER
(*-, � HEADER
vOt k 4 o h
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HEADER DETAIL
X
C
ABBREVIATIONS
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SYMBOLS $ MATERIAL LEGEND
[
raenanwnwxn ®
xmx vorncrtv
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erde pp
v.xo
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1 1
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�
CDA,
mrtwov ttev.rnx <ea
<..<••• ffi noocv.m
vmnK n. 1.1 [<n or,rten[v
GENERAL NOTES
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�mmrt�ofum<eNw Wwminmpa pnWMm Ommwn fTWwNl ree..x•sm.nmm.m, c«.. ei. ,w6 p.,y
n w�wmepwm.ill be mmorba.lmr•11
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1—il.nry,1iii,,..ww,m
iii- b mN.r
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ard�
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JimmbN br< mwma muhe
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wdwicN mtl<kmiul� Im<nu br rcw wv4aW1<uvply wlN all apdiuF4 laxg coEn. II
_ 'ew demolition ormJP[mlmimss JvongF nisme,mmrvre waN[n8imm wkrt pomaia vfewoummq Eenq m<mben
nom.
reYmm am. m;nm FW mhm Yx.Na <, and w,l be mnadm[a mJY a. nn,<
q ksvm N<mtl' "IIS deed. N r<nla ofvaN%. ggwnrce Nrm
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is mea nrm[Pm--�:,� m,eynna q Ne Va6m, BdNiq c,Wea.m ImN <m<«orew«<.
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DIRECTORY
OWNER [sF ��
II
LIST OF DRAWINGS
RENO •SMTTH
CHTTECT3
111
A.
.<[[.n�mioTww
�fram,
m[liv,�.ap
scwT,e:nn.r',:
tillC�o<O
C�
n9tFm
OFPIGE FLOOR PLAN � ::-�_•��• .•'-.-'-•
1/4'- V-0"
I I I I -aow
3 WEST ELEVATION
1/4'- V-0'
o. ews� nr.
_ _ _.T_-16 '- 7r�
------------
NORTH_ ELEVATION RR•rt6>5 ��
1/4*- V-0"
T •• ra. ewaT n,
50UTH ELEVATION
1/4"- 1 *-W
1v.,eu"-� ��y mflA[e TRIS Sk
e.. -e• MATfRSOKN
e.on-eru.x, ,oniv. ..r- r0 IE r.rcx..-u.r
• r- cmrvnior-n 1 /
EAST ELEVATION
4 1/4"- V -O'
—.1
. exeT.}LW
- -- oo-. ii.-
RENO SMITH
-ARC RITe Ci9
101
io.ewar. nT
tR�
Ic no:
[FENT IDIE�
1. PROJECT SOME: THEY STRUCTURAL DRAWINGS MAY BE USED TO
CONSTRUCT ONLY THE COZY POINT CABINS LOCATED N ASPEN, COLORMO.
2. BURDNC CODE TRIS DESIGN IS BASED ON INE INTERNATIONAL BUILDING
CODE, (2003 EDITION). ALL WOK WALL BE PERFORMED IN ACCORDANCE
WIN TINS CODE AND CITY OF ASPEN, COLORADO REOUIREMENTS INCLUDING
ME CITY OF ASPEN / RIDGY COUNTY EFFICIENT BUILDING PROGRAM
REQUIREMENTS
3. DESIGN WADS:
A. THIS STRUCTURE 15 CLASSIFIED AS A CATEGORY II STRUCTURE
B. DEAD LOA D$ SHALL BE IN ACCORDANCE WTH SECTION 1606.
ROOF 16 PSF
C. SNOW LOADS SHALL BE IN ACCORDANCE NTN SECTION 1600
CROWD SNOW. 75 PSI (IN ACCORDANCE WIN SECTION
7 OF ASCE 7)
SNOW FACTOR: ID (IN ACCORDANCE WTH BULDNC
CIASSFCATION)
UNBALANCED SOW LOADS PER SECTION 7.5 OF ASCE 7
DI6FDNG SNOW LOADS ON LOWER ROOFS PER SECTION 7.7 OF ASI
7
DRIFTING SNOW LOADS ON ROOF PROJECTIONS PER SECTION 7.6 OF
ASCE 7
D. WIND LOADS SHALL E IN ACCORDANCE WTH SECTION 1609
V35 NO NPN
EXPOSURE B
WIND FACTOR 1.0 IN ACCORDANCE IMM BUILDING
CLASSMUEI)
HEIGHT AND EXPOSURE COEFFICIENT AS PER EACH AREA.
E EARTHQUAKE LOADS SHALL E IN ACCORDANCE WM SECTION
1614 AND 1615
STEN CUSS C
SW 0426
$1 QD92
4. CONSTRUCTION METHOD:
A. ME STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE.
ME DRAWINGS DO NOT INDICATE ME CONTRACTORS MEANS. METHODS,
TECHNIQUES. SEQUENCES OF CONSTRUCTION AND JOB STEN SAFETY. ME
ENGINE" OF RECORD IS NOT RESPONSIBLE FIXE THE CONTRACTOR'S
FAILURE TO FOLLOW PLODS SPECIFICATIONS. =ENGINEERING
RECONMENCATIONS. NON IS ME ENGINEER M REGGRO RESPONSIBLE FOR
ECONOMIC LOSS AND/OR DELAYS OF ME CONTRACTOR OR
SUBCONITACTORS.
B. ALL CONSMCDON SHALL E ADEQUATELY BRACED TO PREVENT
DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL
FORCES
5. TRADE COORDINATION:
A 7E STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION
WITH THE ARCHIECTUR". ELECTRICAL, MECHANICAL. PLUMBING AND SITE
DRAWNGS COFUCIS IN DIMENSION AND INTERFERENCE SHALL BE
DIRECTED TO ME ARCHITECT PRIOR i0 CONSTRUCTION.
W
SPED CATIONS:
AIF CONFLICT ARISES FROM THE RECOMMENDATIONS OF MESE
DRAWINGS ANO NOSE CONTAINED N THE SPECIIICATKNS, THE ARI
SHALL ETIFI
NOTIFIED OF ME DISCREPANCY PRION TO CONSTRUCTION.
7 DRAW NC DMENSONS:
A NO DIMENSION IS TO E DETERMINED BY SCALING THE DRAWINGS
OR DETAILS IF A DIMENSION IS NOT INDICATED ON ME DRAWINGS AND IS
NEEDED, CONTACT ME STRUCTURAL ENGINEER FOR CLARIFICATION. IF
OISGNFPANCES ARE FOUND BETWEEN ME SRCUCTURAL DRAWINGS AND ME
ARCHITECTURAL ORAWNGS, CONTACT ME STRUCTURAL ENGINE" OR ME
ARMTECT FOR CIMFICATNON.
1 J1
L7I
10 TIMBER:
1.1 SAWN LUMBER
A. DIMENSIONAL LIMBER (24 OR GREATER) SHALL BE DOUG -FIR (16% MAX.
MOISTURE CONTENT)'N0. 2' MAGE TYPICAL.
B. ME USE OF RECLAIMED OR REUSED WOOD 6 REWIRED FOR EXPOSED
TIMBER FRAMING. STRUCTURAL PROPERTIES OF THE WOOD SHALL MEET OR
EXCEED TE PROPERTIES OF DOUGLAS RR M0. 2'.
C. STRUCTURAL END-JONTED OR EDGE GLUED LUMBER (FINGER JONTED)
SHALL BE USE FOR SOLID -SAWN MEMBERS USED FOR UCHT FRAMING,
STUDS JOISTS, PLANKS ANO DECKING. WHEN FINGER JOINTED LUMBER IS
MARKED'STUC USE ONLY OR'WRT USE ONLY SUCH WMBER SHALL BE
DATED TO USE WHERE ANY BENDING OR TENSION STRESSES ARE OF SHORT
..ARM
D. WHEN PROPRIETARY PRODUCTS ARE SPECIFIED (I E 'RAISON',
'TRUSJOIST', ETC.), SUBSTITUTIONS ARE ALLOWED ONLY WON INE PRIOR
APPROVAL OF ME STRUCTURAL ENGINEER, THE CONTRACTOR IS TO
SUBMIT A UST INDICATING ME PROPRIETARY PRODUCT THAT WAS SPECIFIED
AND ME REQUESTED PRODUCT FROM ANOTHER MANUFACTURER. THIS UST
MALL BE SUBWTTEO TO ME STRUCTURAL ENGINEER TWO WEEKS BEFORE
MA AILS ARE ORDERED.
E. AL l LUMBER SHALL E NAMED IN ACCORDANCE WM IBC TABLE N0,
230{.9 .1 UNLESS GREATER HARING IS SPEaFED.
F. MULTIPLE STUD POSTS SHALL HAVE SOLID BLOCKNC UNDER ME SOLE
PLATE EQUAL TO NE CROSS-SECTIONAL AREA OF ME POST UNLESS
DETAILED OM"WISE. (IN SOME CASES. ME RW BOARD WILL SERVE TO
TRANSFER THE POST LOADS.) ALL POSTS SHALL E SECURELY NAILED TO
PLYWOOD AND GYPSUM SEAMING TO PRONE BRACING PARALLEL TO ME
WALL ME INDIVIDUAL MEMBERS OF MULTIPLE SILOS SMALL E NAILED
TOGETHER USING (2)-16d NAILS AT 16' O.C. STAGGERED. NOTCHES OR
HOES MROMN POSTS SMALL NOT REDUCE THE CROSS-SECTIONAL AREA
OF ME POST BY MORE MAN 25X
G. ALL NOL -VERTICAL LOAD DEMING WALLS SOUL HAVE A GAP AT THE
TOP OF TE WNL TO ALLOW DEFLECTION OF ME ROE OR FLOOR. USE A
SMPSON DTC CLP AT 2C GC OR APPROVED EQUIVALENT TO LATERALLY
BRACE ME TOP OF ME WNL
H. ALL BOTTOM WALL PLATES RESTING ON CONCRETE OR MASONRY STALL
BE PRESSURE TREATED EM -FIR. BOTS SALL E TIMID 6' FROM ME
END OF A BOA Rp OR FROM A HOLE OR NOTCH GREATER THAN 1/3 ME
WDM OF ME RATE, AND SPACED AT INTERVALS NOTED.
I. ALL BOLT HEADS AND NUR EWING ON WOOD SHALL HAVE WASHERS.
A "HERE WOOD IS TO E CONNECTED i0 CONCEDE WN POWDER
ACTUATED FASTENERS, USE HER X -DNI 72 P8S36 PNS OR APPROVED
EQUIVALENT (UNO), THE POWDER ACTUATED FASTENER STALL PENETRATE
INTO THE CONCRETE 1' MN (UNO).
1.2 LAMINATED VENEER LUMBER BEAMS (LN.):
A LIR MEMBERS SUCH AS MNROLLAM MEMBERS WH CONFORM TO ME
SPECIFICATIONS OF ME TRIUSAST CORPWATON (OR APPROVED
EQUIVALENT), WITH MINIMIN E -L900,000 P$ Fb-2.600 PSI 6 Fv=265 PS
OR APPROWD EQUIVALENT.
B. NULTIPLE-PLY BEAMS TO BE NAILED OR BOLTED PER TYPICAL DETAIL.
1.3 METAL CONNECTORS:
A. HANGERS FOR JOISTS AND BEAMS SHALL BE AS INDICATED ON THE
PLANS AND SHALL CONFORM TO THE REQUIREMENTS OF ME SMPSON
CORPORATION, OR EQUNAIINT,
B. CONNECTIONS WALL BE MADE IN ACCORDANCE WITH ME DRANK
REQUIREMENTS & MANUFACTURER'S SPECIFICATIONS. INSTALL ATTACHMENT
TO ACHEW MAXIMUM CONNECTION CAPACITY (UNO).
C. CONNECTIONS NOT INDICATED ON ME DRAWINGS SHALL BE SUBMITTED
TO ME ENGINE" FOR APPROVAL, TWO WEEKS PRIOR TO CONSTRUCTION.
0. WHERE TJ JOISTS BEM IN STEEL HANGERS, THE WOOD TO STEEL
BEARING AREA SHALL BE CUED MM LIQUID NAILS CONSTRUCTION
ADHESIVE (OR EQUIVALENT) i0 UNIT FLOOR SQUEAKS,
1.4 ROOF OWER"AMING:
A. ROOF OVERFRAMING SHALL CONSIST OF VALLEY SET TRUSSES OR 2x6 O
24' O.C. PERPENDICULAR TO RIDGE UNE.
B. OVERTRAIN SMALL BE WILT OFF COMPLETED MAN ROOF SHEAMNC.
C REFER TO TYPICAL DETAIL FOR LAYOUT INFORMATION..
NEW
SISTER 14v54 LYL RAFTERS W A-0' ISI NG 2.6 RJ17R O
O.C. TO EXISTING 2.6 (F.S. OF RAFTER). 2'-O OC,
FASTEN III/ 106 - IF O.C. STAGGERED
2.6 O 4'-O O.C. CO BOLT MRU (E) 2.6 PATTER,
TE (M.S. OF RAFTER) xtW 54' LVL A GOWER TE
IXImND COWER ME
(TO BE REMOVED)
NEW K-6'
_. BUILDING SECTION
2
EORHf'-0'
K (F.S OF RAFT")
NEW WLLM TE
(M S. OF RATER) WASHERS EK SIN/IDE I%'
oo�IGAL COl1AR TE CONNECIIENCOl1AR TK CONNECTION
�4
ORIGINAL SCALE, I ' 1'-O
C ER CONNECTION
501 If' 4
OPoCNA OGLE: 1 1'-0'
o:
1. TYPICAL DOOR HEARER DETAIL IS TO BE USED T
ALL NEW DOOR LOCATORS
2. CENTER DOOR BETWEEN ROOF RICERS WITH
CANTILEVERED OVERHANGS 1'-0' MAOI FROM DOOR
TO SUPPORT DORMERS
HfALTER [rNCm _
OPENING < 4:C ` ONE (1) CONTINUOUS EXISTING LUG HEADER 6 REDID
OPENING > 4' i0 6': TWO (2) CONTINUOUS COSTING LOG HEADERS ARE REO'D
MI NG
H2.5A (NP)
W NEW 54*64' PA
XPWAREPRI
NO COLLAR TIE
(3) 4'0v 12SPgES
E REMOVED)
(STAGG"ED) (DNP O LA END) II
RATE
BLOCL
NEWER
C ER CONNECTION
501 If' 4
OPoCNA OGLE: 1 1'-0'
o:
1. TYPICAL DOOR HEARER DETAIL IS TO BE USED T
ALL NEW DOOR LOCATORS
2. CENTER DOOR BETWEEN ROOF RICERS WITH
CANTILEVERED OVERHANGS 1'-0' MAOI FROM DOOR
TO SUPPORT DORMERS
HfALTER [rNCm _
OPENING < 4:C ` ONE (1) CONTINUOUS EXISTING LUG HEADER 6 REDID
OPENING > 4' i0 6': TWO (2) CONTINUOUS COSTING LOG HEADERS ARE REO'D
MI NG
W NEW 54*64' PA
TE RA,S HEADER
(3) 4'0v 12SPgES
(STAGG"ED) (DNP O LA END) II
W
2X6 TOP PLATE
FRAME
E(611NG TOP 5� A
-AS AN ALTFRNAIAE. A
54'X94' UA. COMM BE
RIPPED TO FO MORE
PRECISELY
2A
�TYP)
EATSPNG COUB TE
�K25A
(TO BE REMOVED)
Al
Al,
-NEW 511'X54'
`.. PSL 1.6E RINSED
LBUER
EXISTING 36 TOP RATE
Aj'
EXISTING TOP LOG i0 BE PEMOJ'E
/{f
LDOU Ex15DNG OVERHANG
0 DOO
O R HEN"
i
SECTION o_RECEPTION BUILDING
1/4"- V-0'
s
Tq.lxllT.�LO°R
SECTION • RECEPTION BUILDING
1/4- V-0'
TYPICAL MALL SEGTION
3 9/4'-1'-O'
,TRMRKdI.IAUCn<r,
jsl.s rv.
J
RENO ' SMITH
wA AI LlT9
Ilf
asKrn�'Ar�'i�um-
CAIf.: 5 NOTED
A4.1
Form No. OFFICE OF THE STATE ENGINEER
GWS -25 COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303)866-3581
APPLICANT
CITY OF ASPEN
C/O WATER DEPARTMENT
130 SOUTH GALENA STREET
ASPEN, CO 81611-
(970) 920-5111'
WELL PERMIT NUMBER 68020 -F -
DIV. 5 WD 38 DES. BASIN MD
APPROVED WELL LOCATION
PITKIN COUNTY
SE 1/4 NW 1/4 Section 21
Township 9 S Range 85 W Sixth P.M.
DISTANCES FROM SECTION LINES
1743 Ft. from North Section Line
2067 Ft. from West Section Line
FX -ST
UTM COORDINATES (Meters Zone: 13, NAD83)
CHANGE/EXPAN5IUN OF 1.115E OF AN EXISTING WELL '-QJ1O 1y. NUF U11119.
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) 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.
2) The construction of thils 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.
3) Approved pursuant to CRS 37-90-137(2) for the use of an existing well, appropriating ground water tributary to the Roaring Fork River, on the
condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State
Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of
replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #557.
4) Approved for the installation of a pump in, and the use of, an existing well, constructed on September 22, 2008, to a depth of 260 feet under
permit no. 278444 (canceled). Issuance of this permit hereby cancels permit no. 278444.
5) The use of ground water from this well is limited to fire protection, ordinary household purposes inside eight (8) employee housing units, one
(1) efficiency apartment unit, drinking and sanitary facilities for a commercial business, including an office and day use facilities, thirty-five (35)
riding students and the watering of two hundred (200) head of domestic animals and livestock on a farm or ranch. All use of this well will be
curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Cozy Point Ranch Well no. 2.
6) The pumping rate of this well shall not exceed 15 GPM.
7) The average annual amount of ground water to be appropriated shall not exceed 6.926 acre-feet (2,256,837 gallons).
8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as
appropriate. The owner shall take necessary means and precautions to preserve these markings.
9) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned by the applicant.
10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
NOTE: This permit will expire on the expiration date unless a pump is installed in this existing well by that date. A Pump Installation and Test
Report (GWS -32) must be submitted to the Division of Water Resources to verify that a pump has been installed. A one-time extension of the
expiration date may be available. Contact the DWR for additional information or refer to the extension request form (GWS -64) available at:
http://www.water.state,co.us/pubs/forms-asp
NOTE: Existing well, permit no. 152722 and existing monitoring observation hole, file no. MH -30926 were previously constructed in this
same 1/4, 1/4 section.
NOTE: Parcel Identification Number (PIN): 49-2643-212-00-851
NOTE: Assessor Tax Schedule Number: R014797 (totaling 166.18 acres) 4 r` •'.1 Z �Z ;��� ,f�
APPROVED f <'
DMW
State
pt No. 9503190 DATE ISSUED
By
EXPIRATION DATE 04-22-2010
Form No,
GWS -25
APPLICANT
J
C•�
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303)866-3581
1095
WELL PERMIT NUMBER 278444 - -
DIV. 5 WD 38 DES. BASIN MD
CITY OF ASPEN / COZY POINT RANCH
CIO COZY POINT RANCH LLC
111 K AABC
ASPEN, CO 81611-
(970) 379-0808
APPROVED WELL LOCATION
PITKIN COUNTY
SE 1/4 NW 1/4 Section 21
Township 9 S Range 85 W Sixth P.M.
DISTANCES FROM SECTION LINES
Ft. from Section Line
Ft. from Section Line
UTM COORDINATES (Meters Zone:13,NAD83)
Pnctinn- Northing:
A VVLLL
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) 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.
2) 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.
3) Approved pursuant to CRS 37-92-602(3)(b)(I) for uses as described in CRS 37-92-602(1)(f). Use of this well is limited to monitoring water levels
and/or water quality sampling. This well is known as Cozy Point Monitoring/Observation Well no. 1.
4) This well must be equipped with a locking cap or seal to prevent well contamination or possible hazards as an open Neil. The well must be
kept capped and locked at all times except during sampling or measuring.
5) Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to the Division of
Water Resources upon request.
6) Upon conclusion of the monitoring program the well owner shall plug this well in accordance with Rule 16 of the Water Well Construction
Rules. A Well Abandonment Report must be completed and submitted to the Division of Water Resources within 60 days of plugging. ,r
7) The owner shall mark the well in a conspicuous place with the well permit number and name of aquifer as appropriate, and shall take
necessary means and precautions to preserve these markings.
8) This well must be constructed by or under the supervision of a licensed well driller or other authorized individual according to the Water Well
Construction Rules. If non-standard construction is anticipated, a variance request must be submitted in accordance with Rule 18 and approved
prior to well construction.
9) A Well Construction and Test Report (Form GWS -31), including lithologic log must be submitted by the individual authorized to construct the
well. For non-standard construction, the report must include an as -built drawing showing details such as depth, casing, perforated zones, and a
description of the grouting type and interval.
10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work
reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual
location. The location information must include either the 1/4, 1/4, Section, Township, Range, and distances from section lines, or a GPS
location pursuant to the Division of Water Resources' guidelines.
11) Issuance of this permit does not guarantee that this well can be converted to a production well under a future permit. The ability of this well
to be converted to a production well is limited by all governing statutes, rules, regulations, orders, and/or decrees.
12) Expired monitoring hole notice(s) MH -30927, MH -31004 and MH -31005 were acknowledged for construction of a monitoring and observation
hole for this applicant, in this same section, on June 16, 1997 and June 26, 1997 respectively.
NOTE: Existing well, permit no. 152722 and existing monitoring observation hole, file no. MH -30926 were previously constructed in this
same 1/4, 1/4 section. /,2- 7-, �-
NOTE: Parcel Identification Number (PIN): 49-2643-212-00-851 .�
NOTE: Assessor Tax Schedule Number: R014797 (totaling 166.182 acres)
APPROVED
DMW
State Engineer
No. 9503078 DATE ISSUED
By
EXPIRATION DATE 08-19-2010
On 10/02/2008, a well test was conducted on a well located at the 210 Juniper Hills Dr.,
Snowmass Village, CO. The following information was obtained:
Well Depth------------------------------------ 260'
Casing Size--------------------------- -- 7" X 5"
Standing Water Level---------------------- 68'
Total Test Time ------ r _ 4 hours
Draw down to --------------------------------- 127.08
Production is --------- -- -------- __------ __- 20.0 GPM
Test Pump ------------------ 7----------------- 25 GS 15422
This test was conducted with test pump equipment placed in the well. The well water level made a
recovery back to 79.6 in thirty minutes. A bacteria sample was conducted for potability, and
results were returned as compliant. A faxed copy of the bacteria test will be included. If you have
any questions regarding this well test, please contact me at 970-945-6309.
Sincerely,
Raun E. Samuelson
Samuelson Pump Co.
P.O. Bo* 297 - Glenwood Springs, CO 81602 • (970) 945-6309 • Fax (970) 947-9448
Vldter Systems - Sales. Service &c Installation
`shelton Drilling Corp
P.O. Box 1059
Basalt, Co. 81621
(970) 927-4182
Lic. # 1 095
Name : Cozy Point Ranch / City of Aspen
c/o :-Cozy Point Ranch LLC
Address : 111 K AABC
City, St, Zip :Aspen, Co 81611
Phone #
Hole Size
Depth
Type
Casing ID
Casing OD
From -To
9.0
73
Steel
6.5
7.0
0-73
6.5
260
PVC
5.0
5.5
60-260
0
Invoice # : C-2920
Date 9/24/2009
Permit #: 278444
Location :Brush Creek
Perforated Ft : 60 ft
Estimated : 20 gpm
Static Level : 74 ft
Total Drilled: 260 ft
Recommended Pump Set Depth 250 Ft. Pumping 15 GPM
For Pump Installation We Recommend : Samuelson Pump 945=6309 Raun
J & M Pump Co 945-6159 Rick
Aqua Tec 945-2703 Tom
Instructions
Price Per Foot 210 Feet @ 5"35.00 Per Foot = $7,350.00
Feet @ $ Per Foot = $ 0.00
Total Footage Charge $ 7,350.00
Minimum Well Charge (0 - 50 feet ) ........................ $ 5,000.00
Conditions Of Payment: pay $ 12,350.00
1. *WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER
TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE
ACTUAL WELL PRODUCTION PARAMETERS WHICH CANNOT BE DETERMINED WHILE DRILLING
2. OUR GUARANTEE IS VALID ONLY IF A LICENSED PUMP INSTALLER INS n r r S 'TETE PUMPING SYSTEM! �
3. The landowner is ultimately responsible for the plugging and abandonment of dry holes or replaced wells.
according to State Rules and Regulations. Please contact us for details and/or prices.
4 ALL INVOICES DUE AND PAYABLE WITHIN 10 DAYS OF INVOICE DATE UNLESS PRIOR ARRANGE-
MENTS ARE MADE A 1.5% HANDLING CHARGE PER MONTH MAY BE ADDED 15 DAYS FROM FIRST
"ILLING.
?lease call us if you have any questions.
THANK YOU
WELL CONSTRUCTION AW TEST REPORT
R OFFICE USE ONLY
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
1 WELL PERMIT NUMBER 278444�--
_ Owner Name(s): Cozy Point Ranch / City of Aspen
Mailing Address: % 111 K AABC
City, State, Zip: Aspen, Co 81611
Phone #
APPROVAL # GWS31-91-03
WELL LOCATION AS I)RILLED
3.
DISTANCES FROM SEC. LINES SE 1/4 NW 1/4 Sec: 21
Twp: 9 S Range: 85 W
1743 ft. fi•om North Sec. line and 2067 ft. from West Sec. line OR
Easting: Northing:
SUBDIVISION: LOT: BLOCK:
FILING (UNIT):
STREET ADDRESS AT LOCATION
4
GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary
DATE COMPLETED: 9/22/2008 TOTAL DEPTH: 260
DEPTH COMPLETION: 260
5.
GEOLOGIC LOG 6. HOLE DIAMETER (in) FROM (ft) TO (ft)
Depth Type of Material (Size, Color, and Type) 9.0
0 73
000-027 Black Clay. Dirt 6.5
73 260
027-055 Cobbles, Rocks, Dirt
055-260 Mancos Shale 7. PLAIN CASING
OD (in)
Kind Wall Size From (ft) To (ft)
7.0
Steel 0.240 -1 73
5.5
PVC 0.250 65 200
PERF. CASING :
Screen Slot Size
5.5
PVC 0.250 200 260
8. Filter Pack
9. Packer Placement
Water Located: 200+ Material
Type
Size :
Depth
Remarks Interval
10. GROUTING RECORD
Material Amount Density Interval Placement
Cement
8 sks 6 al/sk 10-40 poured
11. DISINFECTION Type HTH
Amt. Used: 8 oz.
12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental
TESTING METHOD: Air Compressor
Static Level : 74 ft. Date/Time Measured 9/22/2008
Production Rate 15+ gpm
Pumping Level : Total ft. Date/Time Measured 9/22/2008
Test Length: 2 hours
Test Remarks :
13 1 have read the statements made herein and Lwow the contents thereof, and that they are true to my knowledge. (Pursuant to Section 24-4-1-4 (13)(a) CRS, the making of false statements
constitutes perjury in the second degree and is punishable as a class l misdemeanor.)
CONTRACTOR : Shelton Drilling Corp.
Phone: (970) 927-4182
Mailing Address : P.O. Box 1059 Basalt, Co. 81621
Lic. No. 1095
Natne / Title (Please Type or Print)
Signature
Date
Wayne Shelton / President
9/24/2008
Oct 03 2008 14:13
Aspen San. Laboratory 8708257278 p.l
0
STANDARD BACTERIOLOGICAL WATER TEST
ASPEN CONSOLIDATED SANITATION DISTRICT
0400 SERVICE CENTER DRIVE
ASPEN, COLORADO a,a11
/' (670) 025-7282, U. 109
PWs fD r 1�llL Q —+•i Sarno# Lacae4n gLL �I
SAMPLE TAKEN; DATE Q TIME 0 lom NAME OF
SUPPLY %,
COUNTY SAMPLE CHLORINE
SAMPLER DIS &L
( ) COMMUNITY SUPPLY ( I ROUTINE DISTRIBUTION SYSTEM $UPPLY
{ ) NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER
{ j OTHER PUBLIC(`1tj RAW ( ) GROUND ( ) SURFACE
}� PRIVATE ( ) SPECIAL PURPOSE SAMPLE
"NOTE: IF ALL INFORMATION IB NOT SUPPLIED, THE SAMPLE WILL SE DISCARDED.
REMARKS;
RETURN TO
ADDRESSLI IRT"'%
CITY6TATE C.y6o G
pa,
"ONE
- SEE INSTRUCTIONS ON BACK PAGE -
SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS.
GFP IJL7
Anal SL '^'
Y UNSUITABLE FOR TEST'
DIRECT
COUNT; COLONIES j
ADJUSTED
CCUNT, 00LONIES/100ML
TOTAL COLIFORM: PflESEhJ7+
FEGALCOUFORM; K6$E PRESENT
MEDIA
***���...I ,
LTB 24
r�
I
SGSLTS !
MPN
COLIFORW100ML
t-PRFSENCc OF COLIFOFMS INDICATE NON-
COMPLIANCE HATH MINIMUM DRINKING WATER
STANOA RDS.
Compliance 0 Non•CQTPlldnce LJ Invalla
w
PITKIN COUNTY
COMMUNITY DEVELOPMENT DEPARTMENT
130 South Galena Street
3rd Floor
Aspen, Colorado 81611
(970) 920-5526 FAX # (970) 920-5439
January 22, 2009
Cozy Point Ranch, LLC
Monroe Summers, General Manager
111 K AABC
Aspen, CO 81611
RE: Land Use Approval for Addition to Septic System
(PID #2643-212-00-851, 210 Juniper Hill Rd)
Mr. Summers:
After reviewing your plans for the already completed North OWS replacement septic system and the additions
to the South OWS septic system at the above referenced address, it has been determined that these systems
will not encroach into any constrained areas identified in Chapter 7 of the 2006 Land Use Code. Additionally,
the systems appear to be located within the approved Building Envelope recorded on Book 65 Page 25 as
required.
It should be noted, however that the development and activities of these systems are close to a creek which
lies in a watershed area for the Roaring Fork River. This creates an area where extra sensitivity should be
taken to prevent degradation of riparian habitat and water quality. During our meeting on January 22, 2009
you represented that the leech fields will be located in flat areas void of trees and shrubs. Because of this
location your proposal can be exempted from formal planning review pursuant to section 7-10-30(b) of the
2006 Land Use Code.
The Lot is however, subject to standards for development in a scenic view protection area. These standards
pursuant to section 7-20-120(d) can be found in the 2006 Pitkin County Land Use Code. Because the septic
system is located underground, the development itself is exempt from review; however, all areas which are
disturbed by activities related to the septic system will need to be mitigated as noted below.
Approval is granted for the replacement septic systems, contingent upon the following conditions:
Conditions
1. The three cabins allowed on the parcel via BOCC Resolution No. 123-2002, shall not be used for
residential use without further review by the BOCC pursuant to Administrative Determination No. 29-
2008.
2. The office space allowed shall be limited to use by employees at Cozy Point Ranch pursuant to
Administrative Determination No. 29-2008.
3. The replacement septic system for the cabin shall be located and designed exactly as required by the
Environmental Health Department. Any changes or expansion of the systems as presented on 1-22-
09 shall require future review and a new land use exemption/approval.
4. No development or activity associated with the septic systems shall be allowed within the setback
areas of the lot.
5. Removal or disturbance of vegetation in riparian or wetland buffer areas shall be avoided to the
maximum extent practicable.
6. All areas disturbed by construction shall be re -vegetated with native shrubs and grasses within one
growing season of the project's completion. [A copy of the Pitkin County Re -Vegetation Guide is
attached.]
7. Development shall not result in sewage outfalls or point or nonpoint sources of organic and inorganic
pollutants that have the potential to degrade water quality or to otherwise degrade the aquatic habitat.
Be advised that II other zoning and building codes and regulations are applicable.
This exemption i not vested and may not be applicable at the time of permit submittal.
Please be advised that you must comply with all the conditions of the OWTS Construction Permit.
Provide a copy of this letter to Environmental Health as proof of your Land Use approval to obtain your Septic
Permit. Additionally you may be required to obtain an Access and/or Earthmoving Permit. If this is the case
you will need to provide a copy of this letter for that as well. Please check with the County Engineer for more
information.
Additionally, if you have any questions or concerns, please feel free to call me at 970-920-5092
Sincerely,
c.... a.,
Cari Anne Holcomb
Planner
Community Development
Pitkin County
130 South Galena Street, 3rd Floor, Aspen, CO 81611
970.920.5092 (Phone) 970.920.5439 (Fax)
carianneh(o-)co.pitkin.co.us
Enclosures: Pitkin County Revegetation Guide
Access & Earthmoving Informational Sheets
Signatures
Tnia ,bt narxd rwiea siK Pian a®Wae tw rrlinp m,M o,lcedpr CkncB Racartln
U Phan Lorily. Cdasm. m tlp� CaY d ��. 2001. rn Plat BaaM4$�_ a! Papa Z $
a, aawp�an Nv. MO1�41
�6nnii6uI
Clerk Recorder Signature
R aptwn No ���
'>�� ; n���- ���%�v,-..«Y� ��f11 y��a«avv fn.• �v ��.1i7 - if, k.'+
Owner
V
4
to
O y
Prepared 9/192001
1041 env,ronmentat hazard areas exist that might affect
the property, any improvements and occupancy thereof,
o nwv'— n. m+vnr.y represemmrm d .,aswae
ma ana a,�ot, Nc+i �wrreaalaia�n. rna a�a v rwr
>�pa °apagirq ar IM enrerpamem d repvym
C 200'r Coy arAsam n, As='--�
0 500 000
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re 1 L'6" , «.a .., . ., ...„e
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Doves I�p�ry y�ry yI'I� n II
I J iglGM'I��III�II�NiI�,�NNlll���l� na,ses
"Il
Mr. Phil Overeynder
City of Aspen Water Department
130 South Galena Street
Aspen, CO. 81611
Mr. Monroe Summers
Summers Properties West, Inc.
111K AABC
Aspen, CO 81611
RE: Confirmation of Adequate Water Supplies
Cozy Point Ranch, Aspen, Colorado
Dear Gentlemen:
Grannon-3,ver22mo
Consulting Corporation
We have reviewed the physical and legal water availability associated with the future renovations and
potential development at Cozy Point Ranch near'Aspen, Colorado. As outlined below, we have
determined that a reliable legal and physical water supply exists and is adequate to meet all water
demands for the existing and planned development of the ranch. This conclusion is based upon a site
review of the property, field observations of the well that will supply the domestic, commercial and
agricultural water, a review of the existing water rights, and our substantial experience in water right
administration issues in the Colorado River basin.
Property Description V
The ranch property, comprised of 166 acres, is located approximately 6 miles north of the City of Aspen
directly west off Highway 82 (Figure A). The City of Aspen has leased Cozy Point Ranch to Cozy Point
LLC, which operates a horse and cattle ranch, equestrian center and children's summer riding camp on
the ranch property.
Three cabins were originally located on the ranch, and are served by a common exempt well. Three more
historic cabins have been relocated on the ranch with the possibility of two more small cabins being
relocated to the ranch at some future date for employee housing purposes. The six cabins existing on site
are to be used as employee housing cabins, office and a day -use facility. The ranch also contains a large
indoor arena and horse stall building with small office and bath facilities, and one efficiency apartment.
718 Cooper Avenue Glenwood Springs, CO 81601 (970) 94.5-2237 Fax (970) 945.2977
Mr. Phil Overeynder and Mr. Mon;)Summers
November 3, 2008
Pg. 2
Physical Water Availability
Additional in-house potable residential water, commercial and livestock water will be supplied from a
new well that was recently drilled on the ranch property. The new well will be used to supply water for
up to eight employee housing units, one efficiency apartment, 4,000 square feet of commercial space, 200
head of livestock and for a summer riding camp with 35 students.
We conducted a site review of potential well locations on May 6, 2008. In coordination with Mr. Monroe
Summers (Ranch Property Manager), a couple of sites were selected and in September this yeaAMW
uIg per was secured from the State (Attachment, 1,VwA e test • w aA -momftt drided on C% r ,
2008. ilpon dril.ing completion, well pump tests were performed and results indicate a good producing
well with quick recovery. The approximate location of the monitoring well is illustrated on Figure A
attached. The well is located in the SEI/4 NW1/4 of Section 21, Township 9 South, and Range 85 West
of the 6"' P.M.
The water quality of the well is good. Standard bacteriological water tests were completed and results
indicate no presence of coliforms. the water is =Wdered compliant for potability and will bo
le for dom4stic use.g
Accordingly, this source of water is of adequate quantity and quality to supply potable residential water to
the ranch dwellings. Even during critical drought periods, a reliable physical water supply will occur.
Legal Water Availability
An absolute water right for 0.033 cubic feet per second of time (15 gallons per minute) has been
adjudicated for the existing exempt "Cozy Point Ranch Well". r`rW was-dtcreed in Carse No.
,9I,IPW203 for'degmtic use inside three (3) single family dwellings,#irrigation of up to one acre of lawns
and gardens, and livestock watering pursuant to C.R.S. § 37-92-602(1)(b). According to records
maintained by the Division of Water Resources, an appropriation date of August 29, 1988 is associated
with this water right.
However, except for, supply to three residences, this existing water right cannot provide a legal water
supply for the proposed development on the ranch property. The Basalt Water Conservancy District
(BWCD) has an approved water right plan for augmentation for the area, and the new Cozy Point well is
located within the District's service area (Area A). Upon acquisition of a BWCD water supply allotment
contract, our experience is that the State will grant a final well permit since an adequate legal supply is
provided pursuant to the BWCD augmentation plan.
Therefore, the City of Aspen (on behalf of Cozy Point Ranch) submitted an application for a water supply
allotment contract from BWCD on June 29, 2008. At the September BWCD Board meeting, Cozy Point
Ranch was approved for inclusion into the District taxing boundary and subsequently secured a water
Mr. Phil Overeynder and Mr. Moo Summers
November 3, 2008
Pg. 3
allotment contract in the amount of 3.5 acre feet (Attachment 2). This contract will allow the well to
remain in -priority year-round and the well will not be subject to an administrative water right call from
any downstream water users.
In summary, the new Cozy Point Ranch well will provide a reliable legal and physical supply of water for
all new development associated with the ranch property as described above. Physical water availability
from the well exceeds the amount of water required, and the well will be augmented by the Basalt Water
Conservancy District.
We hope this brief assessment if helpful. If you have any questions or require any additional information,
please do not hesitate to contact us.
Sincerely,
GRAND RIVER CONSULTING CORPORATION
Enclosures
Maria Pastore
Hydrologist
Cc: Stephen Ellsperman, Deputy Director of Parks, City of Aspen
a ...-.
`�.
ATTACHMENT 1
Form No. OFFICE OF THE STATE ENGINEER
GWS -25 COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303)866-3581
APPLICANT
WELL PERMIT NUMBER 278444 -
DIV. 5 WD 38 DES, BASIN MD
CITY OF ASPEN / COZY POINT RANCH
C/O COZY POINT RANCH LLC
111 K AABC
ASPEN, CO 81611-
(970)379-0808
APPROVED WELL LOCATION
PITKIN COUNTY
SE 1/4 NW 1/4 Section 21
Township 9 S Range 85 W Sixth P.M.
DISTANCES FROM SECTION LINES
Ft. from Section Line
Ft. from Section Line
1095
UTM COORDINATES (Meters,Zone:13,NAD83)
Easting: Northing:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) 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.
2) 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
3) Approved pursuant to CRS 37-92-602(3)(b)(1) for uses as described in CRS 37-92-602(1)(0. Use of this well is limited to monitoring water levels
and/or water quality sampling. This well is known as Cozy Point Monitonng/Observation Well no. 1.
41, This well must be equipped with a locking cap or seal to prevent well contamination or possible hazards as an open well. The well must be
kept capped and locked at all times except during sampling or measuring.
5; Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to the Division of
Water Resources upon request.
6) Upon conclusion of the monitoring program the well owner shall plug this well in accordance with Rule 16 of the Water Well Construction
Rules. A Well Abandonment Report must be completed and submitted to the Division of Water Resources within 60 days of plugging.
7) The owner shall mark (he well in a conspicuous place with the well permit number and name of aquifer as appropriate, and shall take
necessary means and precautions to preserve these markings.
8) This well must be constructed by or under the supervision of a licensed well driller or other authorized individual according to the Water Well
Construction Rules. If non-standard construction is anticipated, a variance request must be submitted in accordance with Rule 18 and approved
prior to well construction.
9) A Well Construction and Test Report (Form GWS -31), including lithologic log must be submitted by the individual authorized to construct the
well. For non-standard construction, the report must include an as -built drawing showing details such as depth, casing, perforated zones, and a
description of the grouting type and interval.
10) Pursuant to Rule 3.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work
reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual
location. The location information must include either the 1/4, 1/4, Section, Township, Range, and distances from section lines, or a GPS
location pursuant to the Division of Water Resources' guidelines.
11) Issuance of this permit does not guarantee that this well can be converted to a production well under a future permit. The ability of this well
to be converted to a production well is limited by all governing statutes, rules, regulations, orders, and/or decrees.
12) Expired monitoring hole notice(s) MH -30927, MH -31004 and MH -31005 were acknowledged for construction of a monitoring and observation
hole for this applicant, in this same section, on June 16, 1997 and June 25, 1997 respectively.
NOTE: Existing well, permit no. 152722 and existing monitoring observation hole, file no. MH -30926 were previously constructed in this
same 1/4, 1/4 section.
NOTE: Parcel Identification Number (PIN): 49-2643-212-00-851 dy
NOTE: Assessor Tax Schedule Number: R014797 (totaling 166.182 acres)
APPROVED
DMW
State Engineer by
No. 9503078 DATE ISSUED 08-19-2008 EXPIRATION DATE 08-19-2010
Ely y-UI►
r■i
ALLOTMENT CONTRACT A
BASALT WATER CONSERVANCY DISTRICT
WATER ALLOTMENT CONTRACT NO. 557
Pursuant to C.R.S. 1973, 37-45-131
CITY OF ASPEN (hereinafter "Applicant") has applied to the Basalt Water
Conservancy District (hereinafter the 'District") a political subdivision of the State of
Colorado, organized pursuant to and existing by virtue of Colorado Revised Statutes, 1973,
37-45-101, et seq., for an allotment Contract for beneficial use of water rights owned, leased,
or hereafter acquired by the District. By execution of this Contract, Applicant agrees to the
following terms and conditions and those certain terms and conditions set forth in the
attached Order, which is fully incorporated as a part of this Contract:
1. QUANTITY: In consideration of the covenants and conditions herein
contained, Applicant shall be entitled to receive and apply to beneficial use 0.067 cubic feet
of water per second from the District's direct flow rights and 3.5 acre feet per year of storage
or other augmentation water owned or controlled by the District. Applicant shall restrict
actual diversions and consumptive use under this Contract to these amounts. The Contract
amount is based on the water requirements table attached hereto as Exhibit B. Any increase
or change in the water requirements to be served by the District will require an amendment
to the subject Contract.
2. SOURCE OF ALLOTTED WATER: Water rights allotted pursuant to this
Contract shall be from the District's water. rights decreed to the Basalt Conduit, Landis
Canal, Stockman's Ditch Extension, Troy and Edith Ditch, Robinson Ditch, or other water
rights hereafter acquired by the District, including the District's right to receive storage
water from Ruedi Reservoir and Green Mountain Reservoir. The District shall have the
right to designate the water right or Decree of the District from which the Applicant's
allotted rights shall be obtained. The Applicant's use of any of the District's water rights
shall be subject to any and all terms and conditions imposed by the Water Court on the use
of the District's said rights. Exchange or augmentation releases made from the District's
storage rights in Ruedi or Green Mountain Reservoirs or other works and facilities of the
District shall be delivered to the Applicant at the outlet works of said storage facility and
release of water at such outlet works shall constitute full performance of the District's
delivery obligation. Delivery of water from the District's storage rights in Ruedi or Green
Mountain Reservoir shall be subject to the District's lease contract with the United States
Bureau of Reclamation and any rules and regulations promulgated pursuant thereto.
Releases from other facilities available to the District shall be subject to the contracts, laws,
rules, and regulations governing releases therefrom. Furthermore, the District hereby
expressly reserves the right to store water and to make exchange releases from structures
that may be built or controlled by the District in the future, so long as the water service to
the Applicant pursuant to this agreement is not impaired by said action.
Allot Contract A 9-5-06.doc
t � �
3. PURPOSE AND LOCATION OF USE: Applicant will use the water rights
allotted pursuant to this Contract for beneficial purposes by diversion at Applicant's point
of diversion under the District's direct flow water rights and/or for use by augmentation or
exchange. Applicant will use the water allotted by the District within or through facilities or
upon lands owned, operated, or served by Applicant, which lands are described on Exhibit
A attached hereto; provided that the location and purpose of Applicant's use of said water
shall be legally recognized and permitted by the applicable governmental authority having
jurisdiction over the property served. Applicant's contemplated usage for the water allotted
hereunder is for the following use or uses:
Domestic/Municipal Industrial _X—Commercial Agricultural Other
It is acknowledged that certain locations within the District may not be susceptible to
service solely by the District's water rights allotted hereunder or the District's said water
rights may not satisfy Applicant's needs and purposes. To the extent that service cannot be
achieved by use of the District's allotted water rights, or in the event said service is
inadequate, Applicant may utilize such other water rights, by way of supplementing the
District's water rights, or otherwise, as is necessary to assure water service sufficiently
reliable for Applicant's intended purpose or purposes.
All lands, facilities and areas served by water rights allotted hereunder shall be
situated within the boundaries of the District.
Any quantity of the Applicant's allocation not delivered to or used by Applicant by
the end of each water year shall revert to the water supplies of the District. Such reversion
shall not entitle Applicant to any refund of payment made for such water.
Water service provided by the District shall be limited to the amount of water
available in priority at the original point of diversion of the District's applicable water right
and neither the District, nor those entitled to utilize the District's decrees, may call on any
greater amount at new or alternate points of diversion. The District shall request the
Colorado State Engineer to estimate any conveyance losses between the original point and
any alternate point and such estimate shall be deducted from this amount in each case. The
District, or anyone using the District's decrees, may call on any additional sources of supply
that may be available at an alternate point of diversion, but not at the original point of
diversion;, only as against water rights which are junior to the date of application for the
alternate point of diversion.
In the event the Applicant intends to institute any legal proceedings for the approval
of an augmentation plan and/or any change to an alternate point of diversion of the
District's water right to allow the Applicant to utilize the water allotted hereunder, the
Applicant shall give the District written notice of such intent. In the event the Applicant
develops and adjudicates an alternate point of diversion and/or an augmentation plan to
utilize the water allotted hereunder, Applicant shall not be obligated to bear or defray any
Allot Contract A M-Mdoc
legal or engineering expense of the District incurred by the District for the purpose of
developing and adjudicating a plan of augmentation for the District. In any event, the
District shall have the right to approve the Applicant's application for change of water right,
and/or augmentation plan or other water supply plan involving the District's rights, and the
Applicant shall provide the District copies of such application and of all pleadings and other
papers filed with the Water Court in the adjudication thereof.
The District reserves the exclusive right to review and approve any conditions which
may be attached to judicial approval of Applicant's use of the District's water rights allotted
hereunder. Applicant agrees to defray any out-of-pocket expenses incurred by the District
in connection with the allotment of water rights hereunder, including, but not limited to,
reimbursement of legal and engineering costs incurred in connection with any water rights
adjudication necessary to allow Applicant's use of such allotted water rights; provided,
however, in the event any such adjudication involves more of the District's water rights
than are allotted pursuant to this Contract, Applicant shall bear only a pro rata portion of
such expenses. Applicant shall be solely responsible for providing the structures, works
and facilities, if any, necessary to utilize the District's water rights allotted hereunder for
Applicant's beneficial use.
4. PAYMENT: Applicant shall pay annually for the water service described
herein at a price to be fixed annually by the Board of Directors of the District for such
service. Payment of the annual fee shall be made, in full, within fifteen (15) days after the
date of a notice from the District that the payment is due. Said notice will advise the
Applicant, among other things, of the water delivery year to which the payment shall apply
and the price which is applicable to that year. If a payment is not made by the due date, a
late fee of $50 (or such other amount as the Board may set from time to time) will be
assessed and final written notice of the delinquent account and late fee assessment will be
sent by the District to the Applicant at Applicant's address set forth below. If payment is
not made within thirty (30) days after said final written notice, the District may, at its
option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in
which event the water right allotted hereunder may be transferred, leased or otherwise
disposed of by the District at the discretion of its Board of Directors.
In the event water deliveries hereunder are made by or pursuant to agreement with
some other person, corporation, quasi -municipal entity, or governmental entity, and in the
event the Applicant fails to make payments as required, hereunder, the District may, at its
sole option and request, authorize said person or entity to curtail the Applicant's water
service pursuant to this Contract, and in such event neither the District nor such persons or
entity shall be liable for such curtailment.
Allot contract A 9-5-06.doc
5. APPROPRIATION OF FUNDS: The Applicant agrees that so long as this
Contract is valid and in force, Applicant will budget and appropriate from such sources of
revenues as may be legally available to the Applicant the funds necessary to make the
annual payments in advance of water delivery pursuant to this Contract. The Applicant
will hold harmless the District and any person or entity involved in the delivery of water
pursuant to this Contract, for discontinuance in service due to the failure of Applicant to
maintain the payments herein required on a current basis.
6. BENEFIT OF CONTRACT: The water right allotted hereunder shall be
beneficially used for the purposes and in the manner specified herein and this Contract is
for the exclusive benefit of the Applicant and shall not inure to the benefit of any successor,
assign, or lessee of said Applicant without the prior written approval of the Board of
Directors of the District.
Upon the sale of the real property to which this Contract pertains, Applicant has a
duty to make the buyer aware of this Contract and the need to assign the Contract to the
buyer. However, prior written approval of the Board of Directors of the District is required
before the assignment is effective. Payment of an assignment fee in an amount determined
by the Board shall be required as a prerequisite to approval of the assignment.
In the event the water right allotted hereunder is to be used for the benefit of land
which is now or will hereafter be subdivided or otherwise held or owned in separate
ownership interest, the Applicant may assign the Applicant's rights hereunder only to a
homeowners association, water district, water and sanitation district or other special
district, or other entity properly organized and existing under and by virtue of the laws of
the State of Colorado, and then only if such association, entity or special district establishes
to the satisfaction of the Basalt Water Conservancy District that it has the ability and
authority to assure its performance of the Applicant's obligations under this Contract. In no
event shall the owner of a portion, but less than all,, of the Applicant's property to be served
under this Contract have any rights hereunder, except as such rights may exist through a
homeowners association or special district as above provided.
Any assignment of the Applicant's rights under this Contract shall be subject to and
must comply with such requirements as the District has adopted or may hereafter adopt
regarding assignment of Contract rights and the assumption of Contract obligations by
assignees and successors, provided that such requirements shall uniformly apply to all
allottees receiving District service. The restrictions on assignment as herein contained shall
not preclude the District from holding the Applicant, or any successor to the Applicant,
responsible for the performance of all or any part of the Applicant's covenants and
agreements herein contained.
7. OTHER RULES: Applicant's rights under this Contract shall be subject to the
Water Service Plan as adopted by the District and amended from time to time; provided
that such Water Service Plan shall apply uniformly throughout the District among water
Allot Contract A 9.5-08.doc
IWO
users receiving the same service from the District. Applicant shall also be bound by all
applicable law, including, for example, the provisions of the Water Conservancy Act of the
State of Colorado, the Rules and Regulations of the Board of Directors of the District, the
plumbing advisory, water conservation, and staged curtailment regulations, if any,
applicable within the County in which the water allotted hereunder is to be used, together
with all amendments of and supplements to any of the foregoing.
8. CURTAILMENT OF USE: The water service provided hereunder is expressly
subject to the provisions of that certain Stipulation in Case No. 81CW253 on file in the
District Court in Water Division 5 of the State of Colorado, which Stipulation provides, in
part, for the possible curtailment of out -of -house municipal and domestic water demands
upon the occurrence of certain events and upon the District giving notice of such
curtailment, all as more fully set forth in said Stipulation.
9. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter
into an "Operation and Maintenance Agreement" with the District if and when the Board of
Directors finds and determines that such an agreement is required by reason of additional
or special services requested by the Applicant and provided by the District or by reason of
the delivery or use of water by the Applicant for more than one of the classes of service
which are defined in the Rules and Regulations of the Board of Directors of said District.
Said agreement may contain, but not be limited to, provision for water delivery at times or
by means not provided within the terms of standard allotment contracts of the District and
additional annual monetary consideration for extension of District services and for
additional administration, operation and maintenance costs, or for other costs to the District
which may arise through services made available to the Applicant.
10. CHANGE OF USE: The District reserves the exclusive right to review and
approve or disapprove any proposed change in use of the water right allotted hereunder.
Any use other than that set forth herein or any lease or sale of the water or water rights
allotted hereunder without the prior written approval of the District shall be deemed to be
a material breach of this Contract.
11. PRIOR RESOLUTION: The water service provided hereunder is expressly
subject to that certain Resolution passed by the Board of Directors of the District on
September 25,1979, and all amendments thereto, as the same exists upon the date of this
application and allotment Contract.
12. NO FEE TITLE: It is understood and agreed that nothing herein shall give the
Applicant any equitable or legal fee title interest or ownership in or to any of the water or
water rights of the District, but that Applicant is entitled to the right to use the water right
allotted hereunder, subject to the limitations, obligations and conditions of this Contract.
Allot Contract A 9.5-03.doc
13. COMPLIANCE WITH SECTION 404 OF THE CLEAN WATER ACT.
Applicant shall comply with Section 404 of the Clean Water Act and consult with the Army
Corps of Engineers to complete any Section 404 compliance that may be required as a result
of the construction of any facilities necessary to use contract water.
14. CONSERVATION PRACTICES: Applicant shall implement and use
commonly accepted conservation practices with respect to the water and water rights
allotted hereunder and shall be bound by any conservation plan hereafter adopted by the
District, as the same may be amended from time to time.
15. WELL PERMIT: If Applicant intends to divert through a well, then Applicant
must provide to District a copy of Applicant's valid well permit before the District is
obligated to deliver any water hereunder, and it is the Applicant's continuous duty to
maintain a valid well permit. Applicant shall also comply with all restrictions and
limitations set forth in the well permit obtained from the Colorado Division of Water
Resources. Applicant must comply with the well -spacing requirements set forth in C.R.S.
§37-90-137, as amended, if applicable. Compliance with said statutory well -spacing criteria
shall be an express condition of the extension of service hereunder, and the District shall in
no way be liable for an Applicant's failure to comply. Applicant agrees to mark the well in a
conspicuous place with the permit number.
16. MEASURING DEVICE OR METER: Applicant agrees to provide, at its own
expense, a totalizing flow meter with remote readout to continuously and accurately
measure at all times all water diverted pursuant to the terms of Applicant's water right and
the terms of this Contract. On or before November 15 of each year, Applicant will provide
accurate readings from such device or meter (recorded on a monthly basis for the period
November 1 through October 30 of each year) to District, the Division Engineer and Water
Commissioner. Applicant acknowledges that failure to comply with this paragraph could
result in legal action to terminate Applicant's diversion of water by the State of Colorado
Division of Water Resources. By signing this Contract, Applicant hereby specifically allows
District, through its authorized agent, to enter upon Applicant's property during ordinary
business hours for the purposes of determining Applicant's actual use of water.
17. CONTRACT TERMINATION:
A. Termination by District:
1. The District may terminate this Contract for any violation or
breach of the terms of this Contract by Applicant, or Applicant's breach
of any other contract with the District.
2. The District may terminate this Contract if, in its discretion, any
judicial or administrative proceedings initiated by Applicant threaten
the District's authority to contract for delivery or use of the District's
Allot Contract A 9.54)8.doc
water rights, or threaten the D'istrict's permits, water rights, or other
interests of the District.
B. Termination by Applicant:
1. Applicant may terminate this Contract in its entirety for any
reason by notifying the District in writing of the termination on or
before April 1. Notice by said date will prevent the Applicant's liability
for the next annual contract charge.
18. RECORDING OF MEMORANDUM: In lieu of recording this Water
Allotment Contract, a Memorandum of Water Allotment Contract will be recorded with the
Pitkin County Clerk and Recorder's Office. The costs of recording the Memorandum shall
be paid by Applicant.
Applicant's Address:
City of Aspen
c% Grand River Consulting Inc.
718 Cooper Avenue
Glenwood Springs, CO 81601
Telephone No.: (970) 945-2237
STATE OF COLORADO )
ss.
COUNTY OF )
by _
Aspen.
APPLICANT:
CITY OF ASPEN
By:�
Name:
Title:
Subscribed and sworn to before me this
as
WITNESS any hand and official seal.
My commission expires:
Allot Contract A 9-5-W.doc
day of 12008,
for the City of
Notary Public
7
EXHIBIT A
A parcel of land situated in Sections 16 and 21, Township 9 South, Range 85 West of the 6`t' P.M. being a
portion of the Cozy point Ranch as described in Book 690 at Page 5 of the Pitkin County records
described as follows:
Beginning at a point on the Westerly boundary of the Dedicated Open Space Parcel of the Cozy Point
Ridge Subdivision recorded in Plat Book 22 at Page 26 of the Pitkin County records whence the
Northwest corner of Section 16 (1913 Brass Cap) bears N 20°21'49" W 502.66 feet;
thence N 69°23'59" E 674.16 feet to the Northwesterly right of way of Colorado State Highway No. 82;
thence Southerly along the Westerly right of way of Colorado State Highway No. 82 as described in Book
157 at Pages 528, 539 & 540 and Book 575 at Page 976 as follows:
S 41033'37" E 395.21 feet;
591.57 feet along the are of a curve to the right whose radius is 1,382.50 feet (chord bears S 29°18'07" E
587.07 feet);
S 17°02'37" E 1,360.80 feet;
130.20 feet along the arc of a curve to the right whose radius is 2,815.00 feet (chord bears S 15°43'07" E
130.19 feet);
S 14°23'37" E 2,435.30 feet,-
131.14
eet;131.14 feet along an arc of a curve to the left whose radius is 5,780.00 feet (chord bears S 15°02'37" E
131.14 feet);
S 15040'45" E 912.95 feet;
S 74°21' W 20.0 feet;
S 02047' W 63.2 feet;
S 15°39' E 50.0 feet;
S 64028'14" E 53.22 feet;
S 15°40'45" E 2,039.41 feet;
S 15°41'37" E 2,084.63 feet to the Northerly right of way of Brush Creek County Road;
thence Westerly along the Northerly right of way of Brush Creek County Road as follows:
S 43"43'17" W 116.15 feet;
S 73°32'00"'W 145.71 feet;
404.44 feet along an are of a curve to the left whose radius is 1,005.70 feet (chord bears S 62000'46" W
401.72 feet);
thence N 19°44' W 38.62 feet to the Southeast coiner of Brush Creek Village Subdivision Filing 2 as
Platted;
thence Northerly along the Easterly line of Brush creek Village Subdivision Filing 2 as Platted as follows:
N 19044' W 390.00 feet;
N 3115' W 732.00 feet;
N 24000' W 1,831.29 feet;
N 64055'W 340.' 50 feet to the Easterly line of the Elay Parcel described in Book 228 at Page 599 of the
Pitkin County Records;
thence Northerly along the Easterly line of said Elay Parcel as follows:
N 25048'20" E 153.17 feet;
370.63 feet along an arc of a curve to the left whose radius is 531.95 feet (chord bears N 05°50'56" E
363.18 feet);
197.92 feet along an arc of a curve to the right whose radius is 630.00 feet (chord bears N 05°06'40" W
197.11 feet);
N 03053'20" E 576.86 feet;
thence N 07"01'32" W 1,942.73 feet to the Westerly line of the Dedicated Open Space Easement of the
Cozy Point Ridge Subdivision;
thence N 20 21'49" W 3,989.84 feet along the Easterly line of said Open Space Easement to the point of
beginning.
COUNTY qF PITKIN, STATE OF COLORADO.
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II
ALL a Q
h0z
ALLOTMENT ORDER A
ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT
CITY OF ASPEN
CONTRACT NO. 557
Application having been made by or on behalf of the City of Aspen and hearing on
said Application having been duly held, it is hereby ordered that said Application be
granted and that the attached Water Allotment Contract for 0.067 cubic feet of water per
second from the District's direct flow rights and 3.5 acre feet per year of
storage/augmentation water owned or controlled by the District is hereby approved and
executed by and on behalf of the Basalt Water Conservancy District, for the beneficial use of
the water allotted in the attached Contract, upon the terms, conditions and manner of
payment as therein specified and subject to the following specific conditions:
1. The Applicant has acknowledged that the land to be benefited by the attached
Contract is described on Exhibit A attached hereto arld incorporated herein by this
reference.
2. In the event of the division of the property served by this Contract into two or
more parcels owned by different persons, the Applicant shall establish a Homeowners
Association or other entity acceptable to the District for the ongoing payment of charges
due under the approved Contract following subdivision of the property. The Applicant
shall give notice to purchasers of all or any part of the subject property of the obligation of
this Contract, and shall record such notice in'the records of the Clerk and Recorder of Pitkin
County, Colorado. Applicant and his successors and assigns shall comply with all rules and
regulations now existing or hereafter adopted by the District, including enforcing payment
of charges due under the approved Contract by present and future owners of all or any part
of the real property served under this Contract. The Applicant shall maintain its
Association in good standing and shall be responsible for the ongoing payment of charges
due under the approved Contract. Applicant shall give notice of the obligations of this
Contract to purchasers of all or any part of the property served by this Contract.
3. Any allotment of less than 1.0 acre foot of storage water in Paragraph 1 of the
attached Contact shall be deemed 1.0 acre foot for purposes of establishing the annual
water service charge for such water allotment.
4. Applicant has represented to the District that the proposed use of the land to
be benefited by the water allotted hereunder has been approved by the applicable
governmental authorities having jurisdiction over such land use and by executing the
attached water allotment contract warrants to the District that the lot or parcel to be
benefited hereunder is legally subdivided.
AOot OnderA4-5-084d — 1 —
5. Any well permits issued on the basis of this Allotment Contract shall be
applied for and issued in the name of the Applicant.
6. By acceptance of this Contract, Applicant acknowledges that within two years
of the date hereof or such later date as the District may approve, the Applicant shall file
with the Water Court of Water Division No. 5 a water rights plan of augmentation for
utilization of water allotted hereunder at the location and for the purposes hereinabove set
forth, or the Applicant's water allotment as provided in this Contract may be included in a
water rights plan of augmentation to be filed by the District with the expenses thereof to be
shared prorata by the Contract holders included in such plan; provided that inclusion of the
Applicant's water allotment in the District's plan of augmentation shall be at the District's
sole discretion.
In the event the District includes the Applicant's water allotment in the District's
Application for a plan of augmentation, the Applicant acknowledges that execution of the
subject contract constitutes waiver of any notice of the application for the plan for
augmentation by the Water Referee or the Water Clerk :under C.R.S. § 37-92-302(3)(c)(I).
Applicant will provide such information and assistance, including testimony, as may be
needed for judicial approval of the plan. The District makes no warranty that it will secure
approval of the plan. The District may establish an augmentation plan fee to be paid by the
holder of any Contract or amended Contract to be included within a plan of augmentation
to be filed by the District, which fee shall be payable in advance of the inclusion of such
Contract in a District plan of augmentation and may be based on the District's good faith
estimate of the anticipated expense of such plan of augmentation. If such augmentation
plan fee paid by a Contract holder exceedg'the Contract holder's prorata portion of the
actual expenses incurred by the District in completing said plan of augmentation, the
District shall refund such excess to the Contract holder. Conversely, if such augmentation
plan fee paid by the Contract holder does not cover the Contract holder's prorata portion of
the actual expenses incurred by the District in completing said plan of augmentation, then
Applicant shall pay the remaining balance of its portion of the actual expenses upon the
District's providing the holder with a statement for the same. To the extent that the District
is caused additional costs because of objections filed specifically due to the inclusion of
Applicant's Contract in the filing, such additional costs may be charged specifically to
Applicant and not shared on a prorata basis by all Contractees.
7. This Contract is conditioned upon and water may be delivered hereunder
only in conformity with a water rights plan of augmentation decreed by the Water Court of
Water Division No. 5. Any and all conditions imposed upon the release and diversion of
the water allotted hereunder in the decree of said Water Court shall be incorporated herein
as a condition of approval of this Contract. Granting of this Allotment Contract does not
constitute the District's representation that the Applicant will receive a well permit or water
rights decree for the land to be benefited hereby.
Allot order A 9-5-08.doc - 2 -
8. If Applicant intends to divert water through a well or wells, Applicant shall
provide the District a copy of Applicant's valid well permit for each such well before the
District is obligated to deliver water for the benefit of Applicant hereunder. Applicant must
comply with the well -spacing requirements set forth in C.R.S. §37-90-137, as amended, if
applicable. Compliance with said statutory well -spacing criteria shall be an express
condition of the extension of service hereunder, and the District shall in no way be liable for
an Applicant's failure to comply.
9. The District may establish an augmentation plan fee to be paid by the holder
of any contract to be benefited by a plan for augmentation filed by the District, which fee
shall be payable within thirty (30) days following the District's statement(s) to the Applicant
and may be based on the District's good faith estimate of the anticipated expense of such
plan of augmentation. If such augmentation plan fee paid by a Contract holder exceeds the
Contract holder's prorata portion of the actual expenses incurred by the District in
completing said plan of augmentation, the District shall refund such excess to the Contract
holder.
Approved this aA day of September, 2008.
Attest:
By:
Chad J. Lee, ec etary
BASALT WATER CONSERVANCY DISTRICT
By: dldL drt_-V-�
t ur Bowles, Vice President
-3-
EXHIBIT A
A parcel of land situated in Sections 16 and 21, Township 9 South, Range 85 West of the 6`' P.M. being a
portion of the Cozy point Ranch as described in Book 690 at Page 5 of the Pitkin County records
described as follows:
Beginning at a point on the Westerly boundary of the Dedicated Open Space Parcel of the Cozy Point
Ridge Subdivision recorded in Plat Book 22 at Page 26 of the Pitkin County records whence the
Northwest corner of Section 16 (1913 Brass Cap) bears N 20°21'49" W 502.66 feet;
thence N 69°23'59" E 674.16 feet to the Northwesterly right of way of Colorado State Highway No. 82;
thence Southerly along the Westerly right of way of Colorado State Highway No. 82 as described in Book
157 at Pages 528, 539 & 540 and Book 575 at Page 976 as follows:
S 41033'37" E 395.21 feet;
591.57 feet along the arc of a curve to the right whose radius is 1,382.50 feet (chord bears S 29°18'07" E
587.07 feet);
S 17°02'37" E 1,360.80 feet;
130.20 feet along the arc of a curve to the right whose radius is 2,815.00 feet (chord bears S 15°43'07" E
130.19 feet);
S 14°23'37" E 2,435.30 feet;
131.14 feet along an are of a curve to the left whose radius is 5,780.00 feet (chord bears S 15°02'37" E
131.14 feet);
S 15040'45" E 912.95 feet;
S 74°21' W 20.0 feet;
S 02°47' W 63.2 feet;
S 15°39' E 50.0 feet;
S 64"28'14" E 53.22 feet;
S 15°40'45" E 2,039.41 feet;
S 15°41'37" E 2,084.63 feet to the Northerly right of way of Brush Creek County Road;
thence Westerly along the Northerly right of way of Brush Creek County Road as follows:
S 43043'17" W 116.15 feet;
S 73032'00" W 145.71 feet;
404.44 feet along an arc of a curve to the left whose radius is 1,005.70 feet (chord bears S 62°00'46" W
401.72 feet);
thence N 19°44' W 38.62 feet to the Southeast corner of Brush Creek Village Subdivision Filing 2 as
PIatted;
thence Northerly along the Easterly line of Brush creek Village Subdivision Filing 2 as Platted as follows:
N 19044' W 390.00 feet;
N 31025' W 732.00 feet;
N 24'00'W 1,831.29 feet;
N 64055' W 340.50 feet to the Easterly line of the Elay Parcel described in Book 228 at Page 599 of the
Pitkin County Records;
thence Northerly along the Easterly line of said Elay Parcel as follows:
N 25048'20" E 153.17 feet;
370.63 feet along an arc of a curve to the left whose radius is 531.95 feet (chord bears N 05°50'56" E
363.18 feet);
197.92 feet along an are of a curve to the right whose radius is 630.00 feet (chord bears N 05°06'40" W
197.11 feet);
N 03053'20" E 576.86 feet;
thence N 0701'32" W 1,942.73 feet to the Westerly line of the Dedicated Open Space Easement of the
Cozy Point R dge Subdivision;
thence N 20°21'49" W 3,989.84 feet along the Easterly line of said Open Space Easement to the point of
beginning.
COUNTY OF PITKIN, STATE OF COLORADO.
RECEPTION#: 548703, 04/30/2008 at
10:12:58 AM,
1400 1 OF 3, R $0.00 Doc Code AD�
DECISION
Janice K. Vos Caudill, Pitkin County, CO
ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF
PITKIN COUNTY, COLORADO, APPROVING THE COZY POINT RANCH MINOR
AMENDMENT TO A DEVELOPMENT PERMIT
Administrative Decision No. if./lf -2008
RECITALS
1. Pursuant to Section 2-20-150.b of the Land Use Code, The City of Aspen ("Applicant") has applied
to the Community Development Director of Pitkin County, Colorado ("Director") to obtain approval
to utilize two cabins as office space for the ranch manager and bathroom and public meeting/recreation
room space associated with the equestrian center activities at Cozy Point Ranch (summer riding camp,
horse shows, 4H club); the cabins are currently utilized for storage.
1. All conditions of BOCC Resolution No. 123-2002 shall remain in full force and effect, except as
amended herein.
2. The cabins shall not be used for residential use, without further review by the BOCC.
3. The office shall be limited to use by employees at Cozy Point Ranch.
4. The Applicant shall adhere to all material representations made in the application.
RECEPTION#: 548395, 04/16/2008 at
03:25:00 PM,
1 OF 2, R $0.00 Doc Code ADMIN
DECISION
Janice K. Vos Caudill, Pitkin County, CO
2.
The property is located on Highway 82, north of Brush Creek Road, and is more specifically described
in Exhibit A.
rt
(n
3.
The property is zoned AR -10 and contains approximately 168 acres.
4.
The Board of County Commissioners granted 1041 hazard review, conceptual submission and GMQS
Exemption approval, pursuant to Resolution No. 123-2002. Condition #4 of the approval specifies that
3
use of the cabins for anything other than storage, or extension of utilities to the cabins, will require
0
further review by the County.
5.
The Brush Creek Metropolitan District supports the proposal.
—t'
6.
The Director finds that the proposed uses of the cabins complies with the applicable provisions of the
Land Use Code, and that the proposed development will not change the use of the proposed
development or the basic character of the land, is consistent with action taken during the original
review, does not increase off-site impacts or the allowable floor area, and will not endanger the public
Q
U
health, safety or welfare.
7.
The Director further finds that the uses to be accommodated in the cabins already occur on-site, and do
not constitute new commercial uses.
THE DIRECTOR DOES HEREBY APPROVE the Aspen Cozy Point Ranch Minor
Amendment to a Development Permit, subject to the following conditions, which shall run with the land and
be
binding on all successors in interest:
1. All conditions of BOCC Resolution No. 123-2002 shall remain in full force and effect, except as
amended herein.
2. The cabins shall not be used for residential use, without further review by the BOCC.
3. The office shall be limited to use by employees at Cozy Point Ranch.
4. The Applicant shall adhere to all material representations made in the application.
RECEPTION#: 548395, 04/16/2008 at
03:25:00 PM,
1 OF 2, R $0.00 Doc Code ADMIN
DECISION
Janice K. Vos Caudill, Pitkin County, CO
Administrative Decision No. 3-2008
Page 2
APPROVED by the Director, this I U-1 day of A.Av `r , 2008.
�XC4 �Qc"-Jk �Z�W�
Cindy Houben, Community Development Director
PID #264321200851
Case # P021-08
375114E B-763 P-519 10/07/94 12:53P PG 2 OF 4
EXHIBIT A
A parcel of land situated in Sections 16 and 21, Township 9 South,
Range 85 West of the 6th P.M. being a portion of the Cozy Point Ranch
as described in Book 690 at Page 5 of the Pitkin County records
described as follows:
Beginning at a point on the Westerly boundary of the Dedicated Open
Space Parcel of the Cozy Point Ridge Subdivision recorded in Plat Book
22 at Page 26 of the Pitkin County records whence the Northwest corner
of Section 16 (1913 Brass Cap) bears N 20121149" W 502.66 feet;
thence N 69023159" E 674.16 feet to the Northwesterly right of way of
Colorado State Highway No. 82;
thence Southerly along the Westerly right of way of Colorado State
Highway No. 82 as described in Book 157 at Pages 538, 539 & 540 and
Book 575 at Page 976 as follows:
S 41033137" E 395.21 feet;
591.57 feet along the arc of a curve to the right whose radius is
1,382.50 feet (chord bears S 29118107" E 587.07 feet);
S 17002137" E 1,360.80 feet;
130.20 feet along the arc of a curve to the right whose radius is
2,815.00 feet (chord bears S 15043107" E 130.19 feet);
S 14023137" E 2,435.30 feet;
131.14 feet along an arc of a curve to the left whose radius is
5,780.00 feet (chord bears S 15002137" E 131.14 feet);
S 15040145" E 912.95 feet;
S 74021' W 20.0 feet;
S 02047' W 63.2 feet;
S 15039' E 50.0 feet;
S 64028114" E 53:22 feet;
S 15040145" E 2,039.41 feet;
3 150411370 E 2,084.63 feet to the Northerly right of way of Brush
Creek .County Road;
thence Westerly along the Northerly right of way of Brush Creek County
Road as follows:
S 43043117" W 116.15 feet;
S 73032100" W 145.71 feet;
404.44 feet along an arc of a curve to the left whose radius is
1,005.70 feet (chord bears S 62000146" W 401.72 feet;
thence N 19044' W 38.62 feet to the Southeast corner of Brush Creek
Village Subdivision Filing 2 as Platted;
thence Northerly along the Easterly line of Brush Creek Village
Subdivision Filing 2 as Platted as follows:
N 19044' W 390.00 feet;
N 31025' W 732.00 feet;
N 24000' W 1,631.29 feet;
N 64055' W 340,50 feet to the Easterly line of the Elay Parcel
described in Book 228 at Page 599 of the Pitkin County Records;
thence Northerly along the Easterly line of said Elay Parcel as
follows: N 25048120" E 153.17 feet;
370.63 feet along an arc of a curve to the left whose radius is 531.95
feet (chord bears N 05050156" E 363.18 feet);
197.92 feet along an arc of a curve to the right whose radius is
630.00 feet (chord bears N 05006140" W 197.11 feet);
N 03053120" E 576.86 feet;
thence N 07001'32" W_1,_942.73 feet to the Westerly line of the
Dedicated Open Space Easement of the Cozy Point Ridge Subdivision;
thence N 20021149" W 3,989.84 feet along the Easterly line of said
Open Space Easement to the point of beginning.
COUNTY OF PITRIN, STATE OF COLORADO.
000015