HomeMy WebLinkAboutEAGLE RIVER WATER & SANITATION DISTRICT 1982-1994 COMMON 33. A request for a conditional use permit to allow for the sale ol used cars. Vail 66
Service Station. 2293 N. Frontaoe Boad West, oenerallv located at the northeast
corner of Chamonix Road and Norh Frontaqe Road. Tract A, Collins-Wirth
Subdivision.
Aoolicant: Garrett and B.J. SmithPlanner: Jill Kammerer
Jill Kammerer presented the request. Staff recommended approvalwith lhe five conditions as
listed in staff's memo. In addition, an additional sales space had been identified by staff on
the east side ol the property on the east side of the eastem most North Frontage Road
access drive (see memo). Staff supported the use of this area to park cars which are for sale.
With the identification of this space, a total of five polential for sale parking spaces have been
identified.
Garrett Smith, lhe applicant, did not understand how landscaping and screening a dumpster
related to selling cars. Diana Donovan explained that those conditions would, in part, mitigate
additional uses and would improve the appearance of the site.
Garrett informed the Commission that lhe "For Sale" signs which can be purchased al any
hardware store are 1 square foot in size. Ganett proposed to purchase lhese I loot square
signs and place them inside the autos to advertise the sale ol the automobiles and believed
he should be allowed lo have two signs. Kathy Langenwalter agreed with staff's position to
only have 2 sg. ft. of sign area per vehicle, but did not feel uncomfortable with having two 1
square toot signs. Gena Whitten agreed, but wanted to ensure the signs would be the
standard, manufactured signs and not'gaudy.'
The consensus of the Commission was that one for sale car could be located on the gravel
area east of the eastern North Frontage Fload access point.
Chuck Crist had no difficulty with allowing two 1 square foot signs or the identified auto sales
parking areas. Regarding landscaping, he was not as concerned with landscaping behind the
building, as he was with the landscaping of the southwest corner of the site. Garrett replied
he planned to do some work on the 'island", at the southwest corner of the site and at that
time he would incorporate the screening of the existing dumpster.
Jim Shearer agreed to allowing two 1 square foot signs per car so long as both signs were not
in the same window. He asked Mr. Smith if there would be any additional means of
identifying the cars for sale, such as balloons. Garrett replied he did not intend to use
balloons, and did not intend to use dancing girls, either, Jim encouraged adclitional
landscaping, Garrett stated he would pursue the option of placing an entrance statement,
such as "Welcome to lhe Tolvn of Vail". He agreed to landscape the island and enclose the
dumpster.
Ludwig Kuz believed two signs per car was acceptable. He concurred with Jim's concerns.
Diana requested the applicanl install the three 6 foot evergreen trees at the northwest @rner
of the site as suggested in the staff's memo. She suggested staff work with the applicant to
I
TO:
FROM:
DATE:
SIJBJECT:
MEMORANDT.JM
Planning and Environmental Commission
Community Development Departrnent
November 11, 1991
A request for a conditional use permit to allow a well water heatment facility
in me ngriculoral/Open Space zone disuict, generally located south of the Vail
Golf course bridge on vail valley Drive, and morc specifically described as
follows:
To be located within a 100-fmt radius from a point on the right bank of Gorc
Creek whence the northwest comer of Section 9, Township 5 South, Range 80
West, 6th P.M. bears Nonh 73 degrees West' 2'080 feet.
Applicant Vail Valley Consolidated Water District
Planner: Mike Mollica
I. DESCRIPTION OF TIfi PROPOSED USE
The Vail Valley Consolidated Water District is requesting approval of a conditional use
permit to allow for the consfuction of a well water Ueaunent facility, generally located south
of tn" VAt Golf Course Bridge on Vail Valley Drive. The treatment building would be
located approximately 770 feet south of the Gore Creek bridge, and approximately 15 feet
east of the existing Vail Valley Drive pavement. (Please see attached site plan.)
The footprint of the fieatment building would be 14' x 24'. The structure is also proposed to
have 6-foot roof overhangs, which would be locatcd on the north and south sides of the
structure only. It is intended that these overhangs would be utilized as a weather shelter for
golfers during periods of rain. Included within the one-story, 336 sq. fL saucture, would be a
ctrtorine room,-a fluoridation room, and a monitor control center area. Access into &e
structure would be provided by two pedesfian doors, to be located on the west elevation'
The Water Disricr has worked closely with *re Vail Recreation District (VRD) with regard to
the design and siting of the stnrcture (please see the attached minutes of the Vail Recreation
District -meeting of Septembr 25,1991). Conrary to the attached minutes, the VRD, at this
time, does not haue any intention of removing the existing weather shelter, currently located
immediately south of the proposed site for this well water treatment facility.
This proposed treatment facility would be used in conjunction with a new well that the
District il proposing to drill (Well No. R-4), and this well location is described as follows:
"Location: Proposed to be located within 100-foot radius from a point on the right
bank of Gore Creek whence the northwest comer of Section 9, Township 5 South,
Range 80 West, 6th P.M. bean north 73 degrees West, 2'080 feet."
According to the Vail Valley Consolidated Water District, the purpose of the proposed well is
to provide an additional water supply, and to increase the reliability of the overall water
syit"* during periods of emergency mechanical failure of one of the existing wells. To
prevent further depletion of existing stream flows, the proposed well will be used alternately
with the three existing wells currently in the Gore Creek alluvium. Installation of a water
line for the new well, No. R-4, has been permitted by tlre U.S. Army Corps of Engineers
tbrough a nationwide general permit, a copy of which is attached.
According to Jerry Bender of the Vail Valley Consolidated Water Disrict, the District
currently holds tlre rights to drill approximately one-half dozen additional wells within the
Golf Course area. At this time, the District has no intention of drilling any additional wells.
[. BACKGROUNDANDHISTORY
On November 5, 1991, the Town Council unanimously approved the second reading of
Ordinance No. 37, Series of 1991. This ordinance amends, Section 18.32.030 of the Town of
Vail Municipal Code by adding "well water trearnent facility" as a conditional use in the
Agricultural and Open Space Zone District. Prior to Council approval of this ordinance, the
Planning and Environmental Commission, on October 14, l99l, by a voE of 7-0,
unanimously recommended to Council that the Vail Valley Consolidated Water District's
requested code change be approved.
III. CRITERIA AND FINDINGS
Upon review of Section 18.60, the Community Development Department recomrnends
approval of the conditional use permit based upon the following factors:
A. Consideration of Factors:
l. Relationship and impact of the use on development objectives of the
Town.
The existing zone district at the location of the proposed well water treatment
facility is the Agricultural and Open Space Zone District. As stated in the
Municipal Code, the purpose of the Agricultural and Open Space Zone District
is to:
"The Agricultural and Open Space Disrict is intended to preserve
agricultural, undeveloped' or open space lands from intensive
development while permitting agricultural pursuits and low denstty
residcntial use consistent with agricultural and open space objectives.
Parks, schools, and certain types of private recreation facilities and
institutions ale also suitable uses in the agricultural and open space
district, provided that the sites of these uses rcmain prcdominantly open.
Site development standards are intended to preclude intensive urban
develo,pment and to maintain thc agricultural and open space
characteristics of the district. (Ord. 8(1973) Scction 12'100')"
It is the staffs opinion that the proposed well water treafinent facility, as a
conditional use, would not conflict with the purpose section of the Agricultural
and Open Space Zone District, as described above.
2. The effect of the use on light and air, distribution of population,
transportation facilities, utilities, schoolq parks and recreation
facilities, and other public facilities needs.
It is the staffs opinion that the proposed well water treagnent facility would
have no negative impacts on any of the above-listed criteria. We believe that
the applicant has worked closely with the staff of the Vail Recreation Disrict'
and that the proposed structure, with its large 6-foot overhangs, is viewed by
the vRD as a positive addition to the golf course in this area. Again, these
large overhangi would be used as a weather shelter for golfers during periods
of inclimate weather.
3. Effect upon traffic with particular reference to congestion'
automotive and pedestrian safety and cunvenience, traffic flow and
c:ontrol, accessr nraneuverability, and removal of snow from the
street and Parking areas.
The applicant has indicated that the treatment facility will be "visited for
inspection by a member of the Water Disnict on an average of one visit per
day throughout the year." The applicant has proposed to construct a n€w
asphalt turnoft just to the east of Vail Valley Drive between the existing
aqphatt road surface and thc proposed trcatnent building. The staff finds that
this proposed area for parking is acceptable, however, we r€quest this asphalt
p.rting-rt"u be kept to the minimum size requirements necessary to park a
vehicle safely off the road.
The staff believes, overall, that the proposed well water tteatnent faciliry will
have no negative impacts upon any of the above criteria.
IV.
4. Effect upon the character of the area in wtriitr tne propoeed use is
to be located, including the scale and bulk of the proposed use in
relation to zurrounding us€s.
Because of the limited size and scale of the proposed well water treatrnent
facility building, the staff believes that the character of tlre area will not be
negatively impacted by this structure. We feel that the existing willows, which
are located on the north, east and south sides of tlre structure, will more than
adequately screen the structure from those directions. According to the
applicant, Gary Davis of the U.S. Army Corps of Engineers has reviewed this
pioposat, and given the fact that none of thc existing willows will be disturbed,
t"tt- Oa.ris has indicated that the Corps does not have any problems with the
proposed project. Although the Town of vail has not received written
verification of this, Mr. Davis has agreed O follow-up his verbal comments in
written form. The staff will withhold the issuance of a building permit for the
construction of the neaunent facility until such time as this letter is received.
The Town of Vail Design Review Board conceptually reviewed this proposal
on September 4, 1991, and indicated the following concerns:
l. The structure must have a pitched roof.
2. There should only be one weather shelter located in this area'
3. The Design Review Board was supportive of the proposal to
extend the caves 6 feet out to act as a weather shelter'
4, The Board expressed concerns over the proposed use of fluted
block as an exterior surface material, and they strongly
recommended the applicant consider the use of wood siding as
the exterior material to bc used on this building'
Should the Planning and Environmental Commission approve this request, the
Design Review Board will need to complete a final review and must apprcve
of the proposal prior to its construction.
FINDINGS
sranting a conditional use Permit:
A. That the proposed location of the use in accord with the purposes of this
ordinance and the puposes of the district in which the site is located.
B. That the proposed location of the use and the condrtions under which it would
be operared or maintained would not be detrimental to thc public health, safety,
o. wipare or materially injurious to properties or improvements in the vicinity.
C. That the Foposed use would comply with each of the applicable provisions of
this Ordinance.
v. srAFF RECOMN{EITDATIONS
The staff recommends approval of the applicant's request for a conditional usc permit' as we
believe the findings in Sildon IV of this memo have been mel Staff recommends the
following condition of aPProval:
l. Prior to the issuance of a building permit for this proposed well water
treatment facility, the applicant must provide written evidence that the U-S.
Army Corps of Engineers has appmved the project'
please note that, under Section 18.60.080 of the Town of Vail 7-nning Code, the approval
shall lapse if construction is not commenced within one year of the da.te of issuance and
diligentiy pursued to cornpletion, or if the use for which the permit is granted is not
commenced within one Year.
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a UppeR Elcle VlllrY
WATER AND SANITATTON D IST R ICTS
846 FOREST eOAO . VAIL. COIORAIo 81657
(303) 476 7480
Septenber 23' t99t
sincerely,
k"^?'/>J
Jerry Bender
Water Operations
UPPER EAGLE VALLEY
CONSOLIDATED SANITATION DISTRICT
llike Mollica
CO!,IMI]NITY DEVELOPMENT
TOWN OF VAII,
75 South Frontage Road West
vail, Co 81657
RE:VAII,VALLEYCONSOI,IDAIED-WELLR.4PROPOSAI-,
Dear Mr. MolLica:
The Vail Valley Consolidated Water District is
petitioning the f"rir "f Vail, to anend its AGRICULTURAL/OPEN
spAcE zoning to atrow for construction of a water well treatnent
facility as a conditional use'
Thespecificareawillbeameetsan.dboundsdescription
aescririn!"a uti.iiiy--u".*"nt allowins fgr construction,
op"riti""l ana tii.t"tatce of the water facility' To prevent
further deptetion-of =tt"ut f1-ows' tr're proposed-well will be used
"ii"J"it"ii witfr the three (3) existing-we11s in the Gore creek
alluviurn.
The purpose of the proposed vell is to.provide a
redundant water t"ppiy, ind-increase reliability.of the water
;t;a;; a"ring peri6ds-or emergency mechanical l::-r"t" of one of
the existing weffs. The well-watlr treatment structure has been
a"=r6"d an,i situai"a-{" troviae shelter for golfers, minimal
visuil irnpacts, and no affect on open space area'
The site will be visited for inspection an average of
ot"" p"i aay ttrroughout the year and will have no affect on any
publil facilitY of local traffic'
JB:b1
l\ MFIR. wArE R ' BERFY CREEK MErFo *ott* /6fr\/N, *:l:"J:1'ilX",T::ff;i::il:::::il:Hi:::iI::i^'.'ffJ,1.f,',fi;,T.'::::J.TJ:::l::"'.:'['.4?1:il:'""1::'-" @.()NSOLIIJATED WATER '
VA]L WATER AND SANI-IATION
Urr
VAI! PARX &
!,IEMBERS PRESENT:
UEITBERS AESENf:
OTITERS PRESEIilI:
CAI,L fO ORDER:
PI'BLIC INPUI:
O *o oir sorser
UINUTES
ronx uEETrlrc
RECREATION DI8TRICT dbA VAII.. RECREATION DI8IRICI
SePteubar 25, 1991
ColleenMccarthyrKenwilsonrLe\itl{eskiaan'Hernann
Staufer
Gail MoIIoY
Rob Robinson, Brian Jones
The neeting vas called to order aE 7230 Al{
Kent Rose stated the Board members are doing a great
job.
E.AGIE VAI,LEY WATER
& SANITATION DIST:
GOLD UEDAILTON
PROGRAM:
Kent Rose Joins the roeeting.. He showed the Board a
;;; "i vlreri the l{ater Dist;ict wishes to drilr a selr
anh construct a purnp house building on the go.lf course
pi"ri".. fne 6oaia gave the water District their
"c-nceptual agreement. They nust work closely uith
i.t i"' Bendei, Golf Course Superintendent, -to,o"iain"te the site construction and landscaping. _ The
Board wants the landscaping to be extra specia)' as
Lnir is the entrance to ttr-e golf course' Meskiuan
nade a motion to give the t{ater & Sanitation access to
the qolf course for a nell and approval to -build the
"iiioii""tion building at a height to accornmodate carts
as-a weattrer shelter Lnd nhen the building is complete
io renove the existing neather shelter, second by
Staufer' Passed unanimouslY.
John Garnsey joins the neeting.. Roblnson stated he
had asked eirnsey to attend this meeting to give the
ioara an overview of the gold nedallion program'. the
f"""aoii"n and the relationship between the Foundation
ind Vno. Garnsey gave the Board an overview of the
oioorur. He feel! the Foundation and VRD can do nore
[."6ln"r in the corrr'"on ground of athletics' Garnsey
riit" the board to deteroine if the Gold Eagle progralr
i; t valuable program for the coronunlty'- I{ilson
slatla that the vail Gorf club is the only valrey
;;;;; which allows an open policy on the nedallion
;;;;;: He instructed staff to ret the Foundation
riii.t it as unliuited usaqe, then staff should cone
"p- "itn the nunber of free rounds vs' paid round
,rl"o". The Board and Garnsey discussed ways the two
""tiii"r could help one another - Nature Center, Youth
center, Potpourri gondola access and building rental'
R;i;r;" stited he-will be approachinE the Foundation
OEPARTMENT OF THE ABMY
U.S. ARMY ENGI'{EER DISTRICT, SACRAMENTO
CORPS OF ENGINEERS
1325 J STREET
SACRAMENTO, CALIFORNIA 95814.2922
NEPLY TO
AttENllol{ OF
SePtember lti' 1991
Regulatory Section ( 199100944 )
Mr. Steven C. Birdsall
RBD Engineering Consu.I tants
2900 South ColLege Avenue
Fort CoIlins, Colorado 80525
Dear Mr. Birdsall:
I am responding to your leLLer dated August 28' 1991' con-
cerning the installation of a waterline for new well sR-4' l'his
line will cross Oore Creelt in East VaiI and is located in Section
9, 'township s souih, Rt.,eu 80 West' EagIe County' Colorado'
ssued nationr.ride general
di scharEe of material for
ines, includi ng outfalI and
is not an)' chanEe in
excess malerial must be renoved
Based upon our review of the information submiLted' we
have determined that this proiect may proceed sub"i ect to this
nationwide *.n."ri-p"rmit providecl you complv with, the special
conditions and best managenent practices {copy enclosed) ' PIease
ensure that your contractor (s ) is aware of and complies r'tith
it.". special conditions and best management practices '
This verification wiII be valid until Lhe nationwide qeneral
pernit is modified, reissued, or revoked' Al1 of the nationr'ride
Eeneral permits are scheduled to be modified' reissued' or
revoked prior to'ianurry tg, 1gg2. It_ is incumbent upon you to
remaj.n informed of changes to the nationwide (eneral permlts:^^y'
issuedapubli"..oti""intheFederalReEisteronAprill0'1991'
announcingtheproposedchanges.Furthermoretj.fyoucommenceof
areunder.ont"""t.'to"o'*.,,.e|hisactivitybeforethedatethe
nationr.ride *.r,.""i ;;";il is modi f ied or revohed, you will ha've
twelve months r."orn Ir," clate of the modi f ication or revocati'on to
complete the activil-y under the present terrns and conditions of
thii nationwide general' perrnit '
The CorPs of Engineers has i
nermit number 12 authorizing the'backfill or bedrling for utilitv I
intake structures, Provided there
preconstruction bottom contours (
to an uPland disPosal area) '
,-i'.t,
sEP I I lvli
lle have assigned Number 199100944 to this project, PLease
refer to this number in any correspondence subnitted to this
office concerninq Your Pro,iect'
Your cooperation is appreciat.ed. Should you have any
questions, pILase contact Ms. Sue Bachini Nall at telephone (303)
243-1199.
Sin rely '
estern Colorado Regulatory
4 02 Rood Avenue 'Grand Jtrnclion '
Roorn l4 2
Colorado 81501-2563
Enclosure
Copies Furnished:
Dr. oene Reetz, u.s. Environmental Protection Agency' 8WM-SP'
999 18th Streetr Suite 500, Denver, Colorado 80202-2405
Mr. Dan L. Co11ins, Subdistrict chief, u.s. Geological. survey'
Post Office Box 202'l , Orand Junction, Col orado 81501
U.s. Forest Service, White River National. Forest, Post office
Box ?20, EagIe, Colorado 81631
EagIe Counly, Post Office Box 850, Eagle, Colorado 81631
oL
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hief
'
2.
*,Jr,r- )t*- -, A (W"rrr?rf#rfl^*,
NOTICE lS HEREBY GIVEN that the Planning and Environmental commission of the Torvn ol
V"it *,itt hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of
the Town of Vail on Novembier 11, 1991 at 2:00 p.m. in the Town ol Vail Municipal Building.
Consideration of:
1. A request to amend section 18.52, off-street Parking and Loading, of he Town's
zoning ordinance to allow car rental businesses to lease parking spaces in he
Commercial Core lll zone district.
Applicant: Peter Jacobs of DaYs Inn
Planner: AndY Knudtsen
2. A request for a conditional use permit to allow a well water lreatment facility in_the
Agricultural/Open Space zone ciistrict, generally located southof.ihe VailGolf Course
brlOge on Suriburst Drive, and more spec1ically described as follows:
To be located within 100joot radius from a point on the right bank of Gore Creek
whence the northwest corner of Section 9, Township 5 South, Range 80 West' 6th
P.M. bears North 73 degrees West' 2'080 feet.
Applicant: Vail Valley Consolidated Water District
Planner: Mike Mollica
3. A request to amend Chapter 18.62 - Variances, and Chapter 18.60 - Conditional Use
permits of the Town of Vail zoning code relating to notification of adjacent property
owners.
Applicant: Town of Vail
Planner: Jill Kammerer
4. A request for a conditional use permit to allow for the sale of used cars, 2293 N'
Front,age Fload WesUgenerally located at the Vail 66 service station, at the northeast
corner of chamonix Road and North Frontage Road, Tract A, Collins-wirth
Subdivision.
Applicant: Garrett and B.J' Smith
Planner: Jill Kammerer
5. A request for an exterior alteration in Commercial Core I for Vail Ski Rentals in the Hill
Building, 254 Bridge StreeUPart of Lot L' Vail Village First Filing.
Applicant: Blanche C. Hill
Planner: ShellY Mello
6. A request for a conditional use permit tor an outdoor dining patio for the Gallery
Building (Russell's Restaurant), located in the Commercial Core lzone district, 228
Bridge -StreeVa part of Lot A, Block 5, Vail Village First Filing'
Applicant: FlonRiley/D'R.R.'lnc.
Planner: Mike Mollica
7. Review of Town of Vail Zoning Code Phase I Report. The document summarizes
proposed changes, alternative solutions, and a recommended amendment.
Applicant: Town of Vail
Planner: Kristan Pritz
g. Any items tabted from the October 28, 1991 Planning and Environmental Commission
meeting.
*
IL\
Information on the tisted ,t} ,, available at the Community Develent office in the Vail
Municipal Building during regular office hours.
TOWN OF VAIL
COMMUNITY DEVELOPMENT
Published in the Vail Trail on October 25' 1991.
revised 9/4/9L
I.
Date of Application
Date of PEC Meeting
APPLICAUON TOR CONDIIIO}IAI.. USE PERMIT
This procedure is required for any project
conditional use Permit.
The application will not be accepted until
submitted.
A. NAME OF
AUUKTJJJ 846 Forest road
required to obtain
all information is
u.NAME OF
ADDRESS
APPLICANT' S REPRESE}JIaIlvS,Jerrv Bender
846 Forest Road
Vail, CO 81657 PHoNE45j480--
OWNER(S) (print or type) .
SIGNATI'RE (S)
846 Forest Road
NAME OF
or{NER(S)
A]JIJIITJ J J PHoNE@-
D.
Prrj- nf Trrrt A
LoCATION oF PROPoSAL: LEGAL jfOT "'' Bl,liJCK-FILINGVa-ilVilleg-rgrh
ADDRESS Approx. 200 ft. South of Golf Course Bridee
PAID BY-
Vou.-/, *^ Ror- ?/nZ4/4
THE FEE MUST BE PAID .B€FORE THE DEEARTMENT OF COMMUNITY
DEVELOPMENT WILL ACCEPT YOUR PROPOSAL.
A list of the names of owners of a1f property adiacent to
the subject property INCLUDING PROPERTY BEHIND AND ACROSS
STREETS, and their mailing addresses. THE APPLICANT WILL BE
RESPONSIBLE FOR CORRECT OWNERS AND CORRECT ADDRESSES '
PRE_APPLICATION CONFERENCE :
A pre-application conference with a planning staff member is
strongfy- suggested to determine if any additionaf information is
needed. No application will be accepted unfess it complete (must
include al-l items required by the zoning administrator) . It is
the applicant's responsibility to make an appointment with the
staff to find out about additional submittal requirements.
III. PLEASE NOTE THAT A COMPLETE APPLICATION WILL STREAMLINE THE
APPROVAL PROCESS FOR YOUR PROJECT BY DECREASING THE NUMBER OF
CONDITIONS OF APPROVAL THAT THE PLANNING AND ENVIRONMENTAL
coMMrssroN (pEC) MAy sTrpuLATE. AI,L CONDTTTONS OF APPROVAL MUST
BE COMPLIED WITH BEFORE A BUILDTNG PERMIT 1S ISSUED.
Four (4) copies of the following infornation must be
submitted:
1. A description of the precise nature of the proposed use
and its operating characteristics and measures proposed
to make the use compatibfe with other properties in the
vicinity.
The descr j-ption musL also address:
a. Refationship and impact of the use on development
objectives of the Town.
F.
II
DoEffect of the use on light and
?
air, distribution
of population, transportation facilities,
utilities, schools, parks and recreation
facil-ities, and other public facilities and public
facilities needs.
c, Effect upon traffic, with particular reference to
congestion, automotive and pedestrian safety and
conveniencer traffic flow and control, access,
maneuverabilityr and removal of snow from the
streets and parking area.
d. Effect upon the character of the area in which the
proposed use is to be located, including the scale
and bulk of the proposed use in relation to
surrounding uses .
A site plan at a scale of at least Lu : ZQt showing
proposed development of the site, including topography,
building locations, parking, traffic circulation,
useable open spacer landscaped areas and utilities and
drainage features,
Preliminary building elevations and floor plans.
A title report to verify ownership and easements.
If the building is condominiumized, a letter from the
condominium association in support of the proposal must
be submitted to staff,
Any additional material necessary for the review of the
application as determined by the zoning administrator.
** For interior nodifica!ions, an improvement survey
and site plan may be waived by the zoning
administrator.
REQUIREMENTS
The Planning and Environmental Commission meets on the 2nd
and 4th Mondays of each month. A complete application form
and a]1 accompanying material (as descrj-bed above) nust be
submitted a minimum of four (4) weeks prior to the date of
the PEC publi-c hearing. No incomplete applications (as
determined by the zonlng administrator) wil-l be accepted by
the planning staff before or after the desigtnaLed submittal
date.
All PEC approved conditional use permits shall lapse if
construction is not conmenced within one year of the date of
approval and diligently pursued to completion, or lf the use
for which the approval is granted is not conmenced within
one year.
If this application requires a separate review by any locaI,
State or Federal agency other than the Town of Vai1, the
application fee sha11 be increased by $200.00. Exampfes of
such review, may include, but are not limited to: Colorado
Department of Highway Access Permits, Army Corps of
Engineers 404, etc.
The applicant sha1l be responsible for paying any publishing
fees which are in excess of 50t of the application fee. If,
at the applicant's requestr dfrY matter is postponed for
hearing, causing the natter to be re-publishedr then, the
entire fee for such re-publication shall be paid by the
^-- l .: ^--r-crIJPrrL€rrrL.
]V. TIME
A.
B.
A.V.
B.
ll'5't,'
^
tu/
oRDINANcE No.37 A .,*4 In3li,ll:'-'Hi" Wn'*,
AN ORDINANCE AMENDING SECnON 18.32.030 OF THE lot> )
lrlUNlClPAL CODE OF THE TOWN OF VAIL BY ADDING "'' ^ -"..tll
"WELL WATER TREATMENT FACILITY'AS A CONDffiONAL USE r * VY'
tN THE AGRTCULTURAL AND OPEN SPACE ZONE DISTBICT. lw -
WHEBEAS, the Town Council ls of the belief that wellwater treatment facilities are an
acceptable use, subject to the issuance of a conditional use permit, in the Agricultural and Open
Space Zone District; and
WHEREAS, the Town of Vail Planning and Environmental Commission has recommended
that well water treatment facilities be permitted as a conditional use in the Agricultural and Open
Space Zone District.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
VAIL, COLORADO THAT:
Section 1
Section 18.32.030 is hereby amended by the addition of Paragraph lto read as follows:
'Well water treatment facility.'
Section 2
lf any part, section, subsection, senten@, clause or phrase of this ordinance is for any
reason held to be invalid, such decision shall not effect the validity of the remaining portions of
this ordinance; and he Town Council hereby declares it would have passed this ordinance, and
each part, seclion, subsection, sentence, dause or phrase thereof, regardless of he fact that any
one or more parts, sections, subsections, sentences, clauses or phrases be dedared invalid.
Section 3
The Town Council hereby finds, determines and declares that this ordinance is necessary
and proper for the health, safety and welfare of the Town of Vail and the inhabitants thereof.
Section 4
The repeal or tlre repeal and reenactment ot any provision of the Vail Municipal Code as
provided in this ordinance shall not aftect any right which has accrued, any duty imposed, any
violation that occurred prior to he effective date hereof, any prosecution commenced, nor any
other action or proceeding as commenced under of by virtue of the provision repealed or repealed
and reenacted. The repeal ol any provision hereby shall not revive any provision or any
ordinance previously repealed or superseded unless expressly stated herein.
\
i Section 5
All bylaws, ordgrs, rosolutions and ordinances, or parts thereot, inconsistent herervith are
repealed to the sxtent onty of sudr inconsistency. This repealer shall not be construed to revise
any bylaw, oder, resolution or ordinan@, or part thereof, tfieretofore repealed.
TNTRODUCED, READ ON FIRST READING, APPHOVED AND ORDERED PUBLISHED
ONCE tN f,ull1[is 15th day of October 1991. A public hearing shallbe held hereon
sn hs 5th day of November , 1991, at the regular meeting of the Town Council of he
Town of Vail, Colorado, in the Municipal Building of the Tovn.
JfuR-'-
Kent R. Rose, Mdyor'
ATTEST:
READ AND APPROVED ON
this
SECOND READING AND ORDERED PUBLISHED
day of . 1991.
Kent R. Rose, Mayor
ATTEST:
Pamela A. Brandmeyer, Town Clerk
2
ro'{t '} ,^
.RDINAN.E No. 97 ^-'
*'-'
series or lee1 Fff r 'o' l
" \/nF
.' v
t-ftt
Seriesof i9e1 ftll' ,l*e,. , . .-)
AN .RDTNAN.E AMENDTNG sEctoN 18.32.030 oF THE 'o'
-
, , r 0,bfr1"--'
MUNrctpAL coDE oF THE TowN oF vAtL By ADDTNG U1'''WELL WATER TREATMENT FACILITY'' AS A CONDITIONAL USE
IN THE AGRICULTURAL AND OPEN SPACE ZONE DISTRICT.
WHEREAS, the Town Council is of the belief that well water treatment facilities are an
acceptable use, subiect lo the issuance of a conditional use permit, in the Agricultural and Open
Space Zone Districl; and
WHEREAS, the Town of Vail Planning and Environmental Commission has recommended
lhat well water treatrnent facilities be permitted as a conditional use in the Agricultural and Open
Space Zone District.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
VAIL. COLORADO THAT:
Section 1
Section 18.32.030 is hereby amended by the addition of Paragraph I to read as follows:
'Well water treatment facility."
Section 2
lf any part, seclion, subsection, sentence, clause or phrase of this ordinance is for any
reason held to be invalid, such decision shall not effect the validity of the remaining portions of
this ordinance; and the Town Council hereby declares it would have passed this ordinance, and
each part, section, subsection, sentence, clause or phrase thereof, regardless of the lact that any
ons or more parts, sections, subsections, sentences, clauses or phrases be declared invalid.
Section 3
The Town Gouncil hereby finds, determines and declares that this ordinance is necessary
and proper for the health, safety and welfare ol the Town of Vail and the inhabitants thereof.
Section 4
The repeal or the repeal and reenactment of any provision of the Vail Municipal Code as
provided in this ordinance shall not aflect any right which has accrued, any duty imposed, any
violation that occurred prior to the eflective date hereof, any prosecution commenced, nor any
other action or proceeding as commenced under ol by virtue of the provision repealed or repealed
and reenacted. The repeal of any provision hereby shall not revive any provision or any
ordinance previously repealed or superseded unless expressly stated herein.
Section 5
All bylaws, orders, resolutions and ordinances, or parts thereof, inconsistent herewith are
repealed lo the extent only of such inconsistency. This repealer shall not be construed to revise
any bylaw, order, resolution or ordinance, or part thereof, theretolore repealed.
INTRODUCED, READ ON FIRST FEADING, APPROVED AND ORDERED PUBLISHED
ONCE lN FULL, this _ day of 1991, A public hearing shall be held hereon
on the _ day of 1991, at the regular meeting of the Town Council of the
Town of Vail, Colorado, in the Municipal Building ol the Town.
Kent R. Rose, Mayor
ATTEST:
Pamela A. Brandmeyer, Town Clerk
READ AND APPROVED ON SECOND READING AND ORDERED PUBLISHED
this _ day of . 1991.
Kent R. Rose, Mayor
ATTEST:
Pamela A. Brandmeyer, Town Clerk
rfLE CilPY
Present
Chuck Crist
Diana Donovan
Connie Knight
Ludwig Kurz
Kathy Langenwalter
Jim Shearer
Gena Whinen
PLANNING AND ENVIRONMENTAL COMMISSION
October 14,l99l
Staff
Kristan Pritz
Mike Mollica
Jill Kammercr
Andy Knudtsen
Shelly Mello
Betsy Rosolack
Amber Blecker
The worksession was called to order by Chairperson Diana Donovan at approximately
1:55PM.
l. A reouest for a worksession for Special Development District No. 4. Cascade Villase
(Cosgriff Parcel). to review a development plan. eenerallv located south of Millracc
Condominiums and west of the Westin Resort. Vail.
Applicant East-West Partners
Planner: Shellv Mello
Mark Smith, Jerry Mullikin and Ned Gwathmey represented the applicants.
Shelly Mello began the discussion of the proposal by suting staff believed the project needed
to be morc materially compatible, a landscape plan, and a final survey were needcd, and since
it was an unplatted parcel, a minor suMivision would be necessary.
Diana Donovan was unhappy that the property would not remain open space, and the
Commission agreed with her.
Jim Shearer did not mind a difference in materials, and believed that the applicants should try
to "bring up" the neighborhood.
Ludwig Kurz thought that, since therp were distinct styles, urban and hotel, that compatibility
was impossible. He said he could live with the design presently submitted. He was more
concemed with both landscaping and street surface materials.
Ned Gwathmey asked what the opinion of the Commission was regarding a metal roof, and
which type should it be. He advocated shake shingles stained to match the existing
surrounding buildings, but did not blieve a material match was the best solution. He
suggested spraying the shake shingles to achieve a compatible roof color. Kathy
Langenwalter did not see a problem in not using a metal roof, as long as the roof lines were
compatible. She suggested perhaps adding more stucco and changing the railings for a morp
refined appearance of the building. She also believed it was important to continue the paving
pauem which was used in the Millrace project. She was conccrned with the layout of the
p-j.r, and the difference in scale between the hotel and this project. She said it felt like the
east unit was very close to a large building.
Ned asked if a landscape plan would be necessary for approval. The Commissioners told him
it would.
Chuck Crist asked if employee housing would be a pan of the development. Shelly said staff
would not require it as a condition of approval, as there was a reduction in density from the
previously-approved plan. Chuck asked if the appticants werc interested in providing a
iaretaker unit. ttre responded that they were not. Shelly said staff would be suppoltive if
such a unit was proposed, as long as it was integrated into one of the proposed units.
Kathy brought up the issue of parking. Shelly explained the proposal had 4 spaces more than
the Town required. Kathy wondered where guest parking would be provided. Kevin
McTavish, the manager of the existing units at Millrace, shared Kathy's concem, stating that
their project had no guest parking, and it was a major problem. Ned asked what a reasonable
numblr of overflow parking spaces would be. He was not opposed to providing additional
parking, but indicated it would require additional paving. Kathy suggested perhaps widening
the circle. Ned agreed to look at differcnt possibilities for providing additional parking'
Kathy said she would prcfer to have adequate parking for the project rather than insisting the
project meet the 757o enclosed parking requirement'
After a general discussion regarding parking, Connie Knight asked if there were any problem
with the bike path running across the project. Shelly said there should be an easement, and
agreed to check the Special Development District documents to make sure.
Kevin McTavish rciterated that the prcsent parking plan was inadequato.
At this time, the public meeting was begun.
1.
Applicant: Marear€t Hill Marital Trust
Planner: Shellv Mello
Shelly Mello explained the differences between what had been submitted for the PEC
approval of the SDD, building permit and what was built, and the discrepancies. Staff asked
ttrat ttre Improvement Location Certificate (ILC) and future surveys reflect the fact that the
property lines not close. The sourcos of the discrepancy were attributed to three factors. The
Filine/365 Vail Vallev Drive.
6.
Planner: Andv Knudtsen
Andy Knudtsen illustrated on the site plan how the proposed construction and requested
variance fit on the lot. staff recommended approval of the request, with conditions.
Connie Knight retumed to the meeting at 4:35pM.
Steven Riden, representing the applicants, stated that the decks currcntly surrounding thehouse would be removed. The applicants had worked with the neigh,-Jn to the souih, andagreed that no development would occur that would block the neigf,bors' views. They hadalso agreed to work with the stream and around the cxisting tree.
Ludwig Kurz asked how far the stairway base would be from the tree. Stcve said that someof the existing concrete would be removed to help the nee. There would be no negativeimpacts to the tree itself. Ludwig also asked if new siding would be added. Steve said itwould.
Kathy Langenwalter asked if there was an adequate area of driveway in front of the garage.
Steve described how it functioned, and showed why the tumaround was designed as it was.
Chuck Crist moved to approve the request for a setback variance for the Sipf Residence,3gT6Lupine Drive/Lot l4B, itiock l, Bighom 2nd Addition, per the staffs memo, with theconditions listed by staff. Gena Whitten seconded. Thi variance was unanimously approved,7-0.
Mike Mollica rcviewed the staff memorandum and, in summary, indicated staff supported therequest, and did not believe it conflicted with the purpose sectiron of the Agricuttuial andOpen Space Zone Districl
Ludwig Kurz asked what the typical building size for a trearment facility would be. KentRoj::
"lgrn_rer
for the applicants, said that the building proposed would be approximately 14'x 24', which was smaller than existing building, locatJilat th" eart end of the'golf .o*rl.Mike added that the water District and the Vail Recreation District were worki-ng together todesign a building which could also serve as a rain sherter for golfers.
7.
dy
r. .--r ^L^- ..,^,,r,{ h4 t o'oet hrrildinss. and how many
'ate'
II. BACKGROI.]ND OF TTIE REOUEST
Although the Vail Vatley Consolidated Water District holds the water rights to a numbcr of
existing and potential wells located on the Vail Colf Coune, the Town of Vail is the owner
of the land. As property owner, the Town Council, on October l, 1991 (by a vote of 5-0),
approved the applicants' request to prcceed thmugh the planning process with this application.
trL EVALUATION OF ZONE CIIANGE REOI]EST
A. Compliance with the purpce of the Agricultural and Open Space Zone
District
The purpose section of the Agricultural and Open Space Zone District is as follows:
"The agricultural and open space district is intended to preserve agricultural,
undeveloped, or open space lands from intcnsive development while permitting
agricultural pursuits and low densiry residential use consistent with agricultural
and open space objectives. Parks, schools, and certain types of private
recreation facilities and institutions are also suitablc uses in the agricultural and
open space district, provided that the sites of these uses rcmain predominantly
open. Site development standards are intended to preclude intensive urban
development and to maintain the agricultural and open space characteristics of
the district. (O'rd. 8(1973) Section 12.100.)"
It is the staff s opinion that the applicants' proposed amendment to the zoning code
does not conflict with the purpose section of the Agricultural and Open Space Zone
District as described above.
B. Suitability of existing zoning.
The existing Agricultural and Open Space Zone District contains a fairly wide variety
of permitted, conditional and acccssory uses. These uses range from single-family
residential dwellings, to public parks, to public and private schools and colleges, to ski
lifts and tows, to cemeteries, to low-power subscription radio facilities. Because of
thc limited impact of a well water treatment facility within this zone district, and given
the ability for the PEC to revicw such a proposal through a conditional use permit
process, staff believes the requested amendment would be consistent with the intent
and purpose of the zone district.
C. Is the amendment presenting a cnnvenient, workable relationship within
Iand uses consistent with Municipal objectives?
The District Water Court @ivision No. 5) of the State of C-olorado has concludcd that
certain water rights shall be decreed to the Vail Valley Consolidated Water District.
:/
UppEn Elcle Vntlsv
WATE R AND SANIIAIION OISTR ICTS
8.6 FOREST nOAD. VA!1. COLORAoO 81657
1303) 475 7480
Septenber 23' L99L
Mike Mollica
COMMI'NITY DEVELOPI,TENT
TOWN OF VAIL
75 south Frontage Road West
Vail, CO 81657
RE: VAIL VALLEY CONSOLIDATED - WELL R.4 PROPOSAI,
Dear Mr. Mollica:
The Vail Valley Consolidated Water District is
petitioning the towir of Vai1, to arnend its AGRICULTURAL/OPEN-SpnCe zoning to allow for construction of a water well treatment
facility as a conditional use.
Ttre specific area will be a meets an'd bounds description
describing a utility easenent allowing for construction,
operation, and maintenance of the Itater facility. To prevent
firrther depletion of strean flows, the proposed weLl will be used
alternately with the three (3) existing ltells in the Gore Creek
alluviurn.
The purpose of the proposed well is to provide a
redundant water supply, ind increase reliability of the water
system during perioas-of emergency rnectranical failure of one of
tie existing-w-11s. The well water treatrnent structure has been
designed and situated to provide shelter for golfers, rninimal
visual impacts, and no aftect on open sPace area.
The site will be visited for inspection an average of
once per day throughout the year and niI1 have no affect on any
public facilitY of local traffic.
Sincerely,
k,?/>J
Jerry Bender
Water Operations
UPPER EAGLE VALLEY
CONSOLIDATED SANITATION DISTRICT
JB: bI
I ll Pall'ltclPA?lNc DlstFl<?s - ARRowH€ao METFc warER a avoN ME-rRo warER ' BEA,EFI .REEK ME..R. *ATER ' BERRV CREE < METFto warE" ,@
^L ll EA6LE vatL M€TRo WATER . EDwaRos MErRo wArER a LA^E CRE€K MEADows waTER. TJPPER EAGLE VALLEY coNsoLtgAr€D SANl-raT|oN
tliP:T.rVAjLVALLEVcoNsoL|lATEDWA'ERl.vA|LWATERANoSAN]TATIoN
Many of the dccreed well sites are located within the Gore Cbeek alluvium, which
places their location in the general vicinity of the Vail Golf Cornse. Because the Golf
Course area is zoned Agricultural and Open Space, staff bclieves that it is reasonable
to add well watcr treatrnent facilities as a conditional use in this zone disrict. Suff
believes that, with the project-specific review through the conditional use permit
process, weU water treatment facilities can bc appropriatc and compatible uscs in the
Agricultural and Open Space Zone District.
D. Does the amendrnent provide for the growth of an orderly' viable
community?
Again, suff believcs that, with adequate and sitc-specifrc review of a conditional use
permit rcqu€st, the proposed conditional usc will provide for thc growth of an orderly,
viable community. Staff bclieves this amendment will provide for the beneficial use
of the property, without compromising any of its long-term availability to recreation.
ry. STAFF RECOMMENDATIONS
The Community Developrnent Deparmlent necommends approval of the proposed amendment
to add well water treaunent facility as a conditional use within the Agricultural and Open
Space zone district For the r€asons stated in this memorandum, we find that this use should
be a conditional use, and that each proposal would be subject to the scnrtiny of the
conditional use permit review criteria.
sbchcrnc\wellwrtr.O I 4
fu*- ^"- ^,*r ?f*t ,6 Cr-J f a'%/,"%"-
t/ o{-l-c
AGRICULTURAL AID OPEN SPACE (A) DISTRICT
space objectives. Parks, schools, and cettain types of private
recreation faciiiries and institutions also are ndtable uscs in the
agricultural urd open space district, proyided that the sitcs of
these uscs remain predomiaarly open. Site duvclopment
standards are intended to preclude intensivc urban devclopment
ud to maintain the agicultuni urd open space chancteristics
ofrhe district. (Ord. 8(1973) g 12.100.)
1E.32.020 Permitted uscs.
The following uses shall be pernitted in the A district:
A, Singie-famiiy residentiai d,wellings :
B. Plurt and ue: nuneries anC raising of fieid, row and tree
C. Public parks. recreation argas. and open spaces.
(Ord. 8(1973) $ l:.100.)
18.32.030 Conditional uses.
The following conditionai '.ses shall be permitted, subject to
issuance of a conditional use pennit in accordance with the
provisions of Cnapter 18.50:
,d Any use within public parks, rccteation areas, and open
spaces which involves asserrbly of morc than two hundred
persons together in one buiiiing or 8troup of buildings, or in
one recreation area ot other public rccreational facility;
B. FrbUc and privare schools u;d colleges;
C. Oturches, rectories, and rciaed struclures;
D. Private goll tennis, swimning and riding clubs, and hunting
and Eshing lodges;
E. Serripub[c and instjtutionai uscs, such as convcnts and
rcligious relre3ts:
F. Ski lifts and tows;
G. Cemeteries;
H. Low powcr subscription radio facilities'
iij'a.-Joiisas)- $- t;'oro. l6(leEs) ! 1;-9I9:.15(1e76) $
ita)tpanX ora. ti(tgzs) I3; ord. t(1973) E 12.300.)
(v.il t-7-90)
VAIL TOWN COUNCIL
WORK SESSION
TUESDAY, SCTOBER 1, 1991
12:00 o.m.
Andrew Knudtsen
1.
12:00 P.M.
EXPANDED AGENDA
Site Visit: Northwoods Special Development District (SDD #2)
Action Reouested of Council: Prepare to approv_e/deny' on first
reading at evening meeting, Ordinance No. 33, Series of 1991'
an ordinance requesting a major amendment to SDD #2' to allow
for an addition to the building and improvements to the right-of-
way, located at 600 Vail Valley Drive, a part of Tract B' Vail
Village Seventh Filing. (Applicant: Pinos del Norte Condominium
Association)
Backoround Bationale: The Pinos del Norte Condominium
essociaiion would like to construct a lounge that would be
approximately 1,000 sq. tt., and 16 storage lockers, each
approximately 50 sq. ft. These improvements are proposed to
be located on the north side of the existing building. The
landscaping treatment around these improvements will be
bermed up over the roof so that only ihe east elevation of the
lounge will be visible. In addition to the expansion of the
building, the applicant is proposing to construct a sidewalk and
bicycle lane running the distance of the Pinos del Norte property'
which conlorms to the Streetscape Plan and the Recreation
Trails Master Plan. The PEC reviewed the proposal on
September 23, 1991, and recommended approval to lhe Town
Council with a 4-0 vote, with conditions'
Statf Recommendation: Staff recommends the Council approve
the major amendment to SDD#2 on first reading.
Review of Vail Valley Consolidated Water District (VVCWD)
request to place a water treatment building on Town of Vail land
(golf course)
Action Requested of Council: Approve/deny request to proceed
through the planning Process.
Backoround Rationale: WCWD has water rights to a number ol
wetts tocated on the golf course. The Town of Vail owns this
land. These water rights were negotiated with the Town a
number of years ago and were legally adopted.
Statf Recommendation: Statf recommends that the VVCWD be
allowed to proceed through the review process.
Proposed Winter 1991/92 Bus Schedules and Intergovernmental
Agreement for Regional Transportation System
Action Reauested of Council: Review the enclosures and come
to tfre Work Session with any questions you may have.
At( ,f-r* ft *
"*J
h r/" //a/-'(y'' 7
K*- lJ"ry
'.\
)I
I
\Y
12:20 P.m.
Shelly Mello
nrfr; fr rfil
2.
l'///'
[4P"'r '
l/o{e: 5'o
12:35 p.m.
Jim Marshall
e
o
4.1992 Budget
' Administrative Services Department Orientation
' Administrative Services Department Budget
' Town Otficials (Council, Manager, Attorney)
' CapitalPQects
Information Update
Other
Adjournment
1:00 p.m.
2;00 p.m.
2:30 p.m.
3:00 p.m.
5.
6.
7.
iv
v
303 838+disSt 303949b074ii 2
DISTRICT COuRt, WA?ER DIVISION N0. s, STATE 0F CoLOnADO
Ctse No, 82CW328
TIIDINGS OF FACT, CONCLUSIONS OF IAW, JI'DGMENT AIID DECREE
IN TI{E MAITER OF THE AFPLICATION FOR WATER RICH?S OF THE VAIL
VALLEY CONSOLIDATED WATER DI$TRICT,
IN EACTE COUNTY.
This matter havtng come before the Court uDon theapplication of the VaiI Vaitey ConEolidated Watet Dfstrict(thg rrApplicanttr or rrDiEttict'T) for change of water rightaincluding exchange and approva] of a p).an for augrrnentafion,and the Court having considcrad the pleadings, the fileeherein, the stipulatione gubmitted by thc partiea, and the
evialence introduced at the hearing in this casa, doeg findand conclude as followe:
FIIiIDINCS-OF FACT
+. _ Aoplication. An application for change of water rightsincludrng exchange and approval of plan for augmentation wasfiled by the Dietrict on october 29, 1982. Nnen&nentE to thcapplication nere filed by the DiEttict and were permltted bythe Court by orders dated JanuEry 12, 1983 rnd -October 18,
1983.
?. Notiqe_and Jurisdiction, All noticcg reguired by lawheva ffi gourt haa juriEdittion ovlr the
amcnded appllcation and over all of the partier. None of thcwatar righte or sourcae theraof involved ln the applicationaJ ananded are located within a desigrnated ground water
basin.
3. ObjectorE and AppearantE. Statemente of opposition t,othe amentleilapFliEEtlon were timely filed by Pnblic Service
Conpany of Colorado, the City of Aurora, the City of GoloradoSprings, thc State Enginear and Division Engincer, the Cityand County of Denver, Edwards Water DiBtrict,, the UnitedStateE of Anerica, Union Oil Cohpany of California. theColorado Water Conservation Board, the City of Rifle,
Arrowhead at Vail,, Eeglr-VaiI lvlctropolitan Diatrict, Bcrry
Creck Metropolitan Dtetrict, Benchnark at BeavEr Creek, end
Avon !{etropolitan Oistrict. Entries of appearancc ner6 filedby Eagle County and Vail AEEociatag, Inc. No other
-1-
e-lF-gll s;TunM ;
the Ctty
this day of
JUJb,lVJd,rU'.
Sprtng6, Colorado,, 1986.
BY IHE COURT:
Statc of Colorado
3UJg4Ub0'14if, 6
Case No. d2cl{32I
Vail Valtey Consolidated
Water Distriet
Water Dlvlslon No. 5
20. Ehe use of any \r'ater right or consumption attributable
to any water right involved hereln for purposes lnconsletant
wlth thla decree ehall requlre subeeguent decreee of thle
gourt.
2I. rt ls f,urthar onDERED that thiB judgnrent and decrae
ehall bE fllEd wlth the Water CI6rk and wlth the strte
Enginrcr and the D{vltlon Englneer for !{atct Dlvlelon No. 5.
Olstrict Coud. Wrtcr Divirion t{o i
A trur op rrol rrcorrl thls JEr'4ill e!/-* ., ,E-E
DonEf,r
-29-
a,ivAL A I|tD n nAr qn ' 9- 9-V JvVvu!JvJe vv99+vv9 r+rF -
cage noC zcrrgzgVail Valley Consolidated
Water Dirtrict
Water Division No. 5
Subeection II.17 above. 4.63 c.f.e.of Gore Creek Intake for Booth CreekWater Treatment Plant, Subsec-tion II.1g, above.
Vail Valley Conaolidated ttell No. R3r
ed wrthin
100-foot radius from a point on the right
bank of Gore Creek whence the NE corDerof Scction 8, Township 5 South, Range g0
Wcst, 6th P.M. bears North 50030r East,
2 ,680 fect.b. Maximum Diversion: 2.0 c.f.a.c. Source: Gore Creek Alluviumd. UEe: All municipal puraosese. Aeeociated Watet Rights*:(i) 0.478 c.f.e. cdllectively dccreed toVail Vlllage lllegt t{ells No, 3, 4, 5,
SubEections II. 3-5 above, per thisapplication.
( ii ) 0 ,?54 c. f. s. collectively decreed toVail water and Sanitation DistrictWeIIs No. 1 and 2, Subsectione II.24-2? above, p€r thie application.
( iii ) 1.52 c. f . e. cbllcctivelt decreed toVail I'later and Sanitation DiEtrlctSpring and Pipelinee A, B, and C,
Subaections II. 28-30 a^bove, perthis application.
Vrll Va116v Consolldrt.d WeIl No. R4:a. Locationr EroposeCl to bc located within
100-foot radiuE from a point on the right
bank of Gore Creek whence the llW cornerof Section 9, Townehip 5 South, Rqngc
B0 llest, 6th P.M. bcare North 73o west,
2,080 feet.b. Maximum diveraionz 2.0 c.f.g.c. Source: Gore Creek Alluvlund. UBe A11 municipal purposese. Agsociated water tights*: Sarne aa Well
No. R3, Subeection v.7 above.
vall vallcv coneolldated WelI No. R5:a. Location: Proposed to be Locatccl ltlthln
1,00-foot radiui from a point on the right
bank of Gore Creek whencp thc NW cornElof Saction 10, Iownshlp 5 South, Range 80
Weet, 6th P.M. beare North '17030 | West,
800 f6ct.
,7
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9.
A-27
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This procedure is required for any amendnent toor for a request for -a district b-oundary ctr""g"
A. NA}IE OF PEIITIONER lidated Water District
ADDRESS 846 Forest Road, Vai1, C0 81657 pggpg476-7480
B. NA!!E OF PETITIONERTS REPRESEIITATI\IE Jerry Bender
DDSSS Sr,a r^.... n""a. v pg6Ng476-7480
C. NAME OF OWNER (print or typ€hai1 Valley Consolidated Water District
srcN?.fw /t*t ft,-_--1.._
agrDREgg846 Forest Road, Vall, C0 81657 pnONE 476-7480
D. LOCATION OF PROPOSAI
A.DDRESS Approx, 200 ft. South of Golf Course Bridge.
PETITION FO R AITTENDMENT
-€*
TO
,l gf
the zonl.ng ordinanceI.
F.A list of the names of owners ofsubject property, and their nailing
Town of Vail
75 South Frontage Rd. West
Vai1, C0 81657
all. property adjacent to tbe
addresses .
* W//1 /--t^ frr*l^-l frft-
aa- a- C,lJ.f .
(0vER)
:- Petition-form tor am{ to zoning ord or Reguest lr "r,"r,g. ir uoli3!"i""
II. Four (4! copies of the following. infor-mation:
A. The petition sharr include . =rr*,"ty of the proposed revisionof, the r99ulations, or a comptete dlscriptioi oi trr. piii"."achanges in district boundaries and a nap indicatinj-tf,e-ExisU.ng
, 3-9.Pl"Posed'd,istrict boundaries,. Applicant q.rst subnit sritten and,/orSraphrc naterials stating the reasons for r-quest.
IfI. Time Requirenents
-T-he-Planning andl Environmental Comnrission meets on the 2nd and rtthMonclays of each rnon-th, A_petition witrr tlre necessary accospanyingTrteriar rnust be sr:bmitted four weeks prior to the date of-trrl n6et_
* :lg. __::11:tls. the. pt ann+ns anq . Envj.roinental corudr"i"" r"Ji"sl'
IV.
'-ri -- -, ;,arr amenclments to the zoning ordinance or distrj.ct borurdary chanlemust 90 to the lown Corurcil for final action.
Your proposal will be reviewed for compliance with Vail,s Comprehensive plan.
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ro3) 476-7480
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YAIL VALLEY @NSOUDATEO-'--- wlren olsrntcr
8.6 FOnEsr FoAD ' VAIL, co 81657
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SEP
DEPARTMENT OF THE ARMY
U.S. ABMY ENGINEER OISTRICT, SACRAMENTO
CORPS OF ENGINEERS
1325 J STREET
SACFAMENTO,CALIFORNIA 958I4.2922
FEPLY TO
ATIENlION OF
September
ReEulatorv Section ( 199100944)
Iti , 1C9l
Mr, Steven C. BirdsaII
RBD Engineering Consultants
2900 South ColleEe Avenue
Fort CoIIins, Colorado 80525
Dear Mr. Birdsall:
I am responding to your leLter dated August 28' 1991' con-
cerning the installation of a waterline for new well #R-4' Thie
line wi.Ll cross Gore Creelt in Bast Vail and is located in Section
9, Township 5 South, Ran.(e 80 West, Eagle County, Colorado'
The Corps of EnEineers has issued nalionr'ride Eeneral
permit nurnber 1.2 authorizing the discharAe of maLerial for'backfiII or bedding for utililv lines, including outfall and
intake structures, provided there is not any change in
preconstruction bottorn conlours (eXcess naterial must be remOved
to an upland disPosal area).
Based upon our review of Lhe information submitted' we
have determined that this pro.iect may proceed sub,iect to this
nationwide generaL perrnit provided you comply with the special
conditions and best managemenl practices {copy enclosed)' Please
ensure that vour contractor(s) is aware of and cornplies with
these special conditions and best management practices'
'l'his verification will be valid unlil the nationwide qeneral
permit is modif ied, reissued, or revolted. AII of the nationwide
general permits are schedu-l.ed. to be modified, rei.ssued' or
revolted prior to January 13, 1992. It is incumbenl upon you to
remain informed of changes to the nationwide Eeneral perrnits. We
issued a public notice in the Federal Regj.ster on ApriI 10' 1991'
announcinq the prOposed chanEes. Furthermore I if you commence Or
are under contract to commence this activity before the date the
nationrvide general permiL is rnodi li ied or revolCed ' VOU will" have
twelve months from the date of' the modif icati.on or revocation to
complete Lhe activiIy under the present terms and conditions of
this nationwide generaf Permit
.; ;tl.;)
I 8 19el
lle have assiAned Nurnber 199100944 to
refer to this nurnber in any correspondence
of f ice concerninE your pro.ject;.
this project, PIease
submitted to this
Your cooperation is appreciated. Should you have any
questionsr please contact Ms, Sue Bachini NaII at telephone (303)
243-1199.
#^^
estern Colorado Regulatory
402 Rood Avenue, Room 142
Grand Junction, Colorado 81501-2563
Enc.losure
Copies Furnished:
Dr. Oene Reetz, U,S. Environmental Protection Agency' 8WM-SPt
999 18th Street, Suite 500' Denver, Colorado 80202-2405
Mr' Dan L' coLlins' subdistrict chief' U's' oeoLogicaJ Survey'
Post Office Box 2027' Grand Junction, Col.orado 81501
U.S. Forest Service, White River National Forest, Post Office
Box ?20, Eagle ' Colorado 8163f
Eagle County, Post Office Box 850' EaEle' Colorado 81631
PUcly
hief
,)
INFORMATION PAPER
NATIONL'I DE GENERAL PERHIT NUHBER
UTILITY LINES, INCLUDING INTAKE AI.ID OUTFALL
t
L?
STRUCTURES
A natlonvldle general permlt ls a Department of the Armypernlt that Is lssued on a nablonvlde basls for a apeclflc
category of actlvltles that are substantlally elnllar and cause
nlnlrnal envlronmental lrnpacts. Natlonwtde pernlbs are deslgnedto allow the work to occur vlth llttle delay or papetvork. All
lndtvldual. pernlt appllcatlon ls not requlred for an actlvlty
covered by a natlonwlde pernlt
The Corps of Englneers has lssued a natlonwlde permlt for
the discharge of rnaterlat for backflll or beddtng for utllltyIInes, lncludlng outfall and lntake structures, provlded thatthere !s no chanoe ln Dreconstructlon bottom contours (excess
sraterlal nust be removed to an upland dlsposal area). A iutlllty
llnei ts deftned as any plpe or plpeltne for the transportatlonof any gaseous, llqutd, llgulflable, or slurry substance, for any
purpose, andl any cable, 1lne, or vlre for the transmtaslon for
any purpose of clectrlcal energy, telephone and telegraph
messages, and radlto and televlelon communlcatton. (The utllltyllne and outfall and lntake structures wll.l requlre a Sectlon 10permtt If they are ln navlgable waters of the Unlted States.)
Thls nattonntde general permlt catlefleg the rcgulrcnents of
Sectlon {01 of the Clean later Act. The encloeed speclel
condtttong rnust be folloved tn order for thle natlonvlde pernlt
to be valld.
FOR HORE INFORHATIONT WRITE TO THE GRAND JUNCTION REGULATORY
oFFrcE, u. 8. ARMy, CORPS OF ENOINEERS, SACRAMENTO DTSTRICTT 100
ROOD AVENUE, ROOM 142, GRAND JUNCTTON, COLORADO 81501-2563 OR
TELEPHONE (303) 243-1199.
I Enclosurc
as atated
INFORI1ATION PAPER
NATIONI.IIOE GENERAL PERI'lITS
WESTERN COLORADO
A. SPECIAL CONDITIONS. The followlng speclal condltlon3 mu3t be
fol lowea ln order for the nat lonwlde permlt3 to be val ld.
Fal lure to cornply wlth a condltf on means that the work must ba
authorlzed by an Indtvldual or reglonal general permtt lssued by
the Dfstrlct Englneer.
l. That any dfgcherge of dredged or flll materlal wfll not
oecur fn the proxlmlty of I publlc wgter supply Intake.
?. That any dlscharge of dredged or flll materlal wlll not
occur In areas of concentr€ted shel lf lsh Productlon unlest the
dtscherge ls dlrectly related to a shellflch harvestlng actlvfty.
3. Thet the actlvlty wlll not Jeoperdlze s thrcatenecl or
endangqred cpeclcc as tdentlffed under thc Endangered Spccfes
Actr or destroy or. adversely rrodlfy the crltlcal trabltat of such
spec I eg.
1. That the actlvlty ahal I not clgnlftcantly dlerupt thc
firovcment of those gpecf cs of equatlc I lfc Indlgenous to the
rraterbody (unlesg the prlnary Purpo3e of the flll lg to lmPounct
water).
5. Th6t any dlscharge of drcdged or fl | | naterfal lhgl I
conslst of tultable msterlal free of toxtc pol luttntt ln toxfc
crnount3.
6. That any ltructure or fl I I authorlzed ahal I be proPerly
ntal nta I ned.
1. That the actlvlty wlll not occur In e conponent of thc
Natlonat lrlld and Sccnlc Rtver Syttemi nor In a rlver ofFlclally
deslgnated by Congrcss as a istudy rlver" for posllble Incluslon
ln the system, xhlle the rlver lg In an offlclal cttJdy ltatus.
8. Thet the actlvlty chal I not cau3e Gn unacceptable
Interference wfth navf gat lon.
9. Thet, lf the actlvlty rnay advergely affect hlgtorlcpropertles whlch the Natlonal Park Servlce has I fsted onr or
determlned el lgtble for I lstlng on, the Natlonal Reglrter of
Hlstorlc Placesr the Permlttee wlll notlfy the dlstrlct engfneer.
tf the dlstrlct engfneer determlnes thet such hfstorlc propertfe3
mey be adversely al'fected. he wlll provlde the Advlsory Councll
on Hlstorlc Preservat I on an opportunlty to corment on the effects
on such hlstorlc propertf es or he wll I consfder npdlf lcatlon'
suspenslon, or revocat lon In accordance wlth 33 CFR 325.7.
Furthermorer thet, lf the permltteb before or durlng prosecutlon
of the work authorlzed, encounter3 € hfstorlc property that ha3
not been ltsted on the Natfonal Reqlsterr but whlch may be
el tEf ble ltror I f stf ng In the Natlonal Regf ster, he chal I
lnmedlately notlfy the dfstrlct engfneer.
10. That the constructlon or operatlon of the actlvlty wlll
not lmpatr reserved trlbal rlghtg' Includlngr but not Ilmttod tor.reserved water rlghts and treaty flshlng and huntlng rlghtr.
ll. That the actlvlty wlll cornply wlth reElonal condltlon!whfch rflay have been added by the dfvlslon engfneer (None have
been edded for Yestern Coloredo).
12. That the m€tnagernent practlces I lsted below shal I befol lowed to the maxtmum extent practlcable.
B. IIANAGEI{ENT PRACTICEq. ln addltlon to the condltfonsspeclfled abover the followlng fiEnagement practlces shall befol lowed, to the naxlmum extent practlcable, In order to nlnlmlzethe adverse ei'fectg of these dlscharges on the aquatfecnvlronment. Fallure to conrply wfth thege practlces may be ceuse
rFor the dlstrf ct engfneer to rcconrnend| or the ctlvf slon cnglncer
to take' dlscretlonary authorlty to regulate the actlvlty on rn
Indlvldual or reglonal basts.
l. Dlscharges of dredged or flll materlat lnto vaters of
the Unlted States shal I be avolded or mlnfmlzed through the use
of other practlcable elternatf ves.
2. Dlscharges In tpawnlng arca3 durlng cp€wnlng tea3ons
thal I be avolded.
3. Dlscharges shal I not restrf ct or lrpede the tnovement olF
aquatlc apecles fndlgenous to the )raters or the pa3sage of norrnal
or expectcd hlgh flowt or cou3e the rclocatlon of the Yatcr(unlcsg the prlmary purpo3e of the flll lc to lreound wstcr!.)
1. lf the dlccharge creatca an Inpoundnent of rraterr
advcrge fmpacts on the cquatfc cyctcm caused by tha accelcrttcd
passage of lrater and/or the restrfctlon of lts flows. shal I bc
mtnlmf zed.
5. Otscharges In vetlsnds aress shall be avolded.
6. Heavy equfprnent worklng fn wetlends shal I be placed on
mats.
7. Dl scharges I nto breedlng Erers for mlgratory vaterforrl
shal I be avolded.
, 8. All temporary fllls shall be rernoved In thelr entlrety.
C. FURTHER INFORHATION.
l. Dlstrlct englneers are authorlzed to determlne lf an€ctlvtty complles wlth the terms snd condltlons of e natfonwldcpermlt unless that declslon must be msde by the dlvl3fon
engineer.
2. Nationwide pernits do not obviate the need to obtainother Federalr state or Iocal authorizations requl.red by law.
3. Natlonwide pernits do not grant any property righte orexclusive prlvileges.
4. Nationwide pernits do not authorize any inJury to theproperty or rights of others.
5. Nationwide perDltB do not authoriae interference wlth
any exieting or proposed Federal proJect.
FOR MORE INFORMATION ON THE NATIONWIDE OENERAL PERMITS IN
WESTERN COLORADO, WRITE TO THE CRAND JUNCTION REGULATORY OFFICEIu. s. ARMY, CORPS OF ENCTNEERS, SACRAHENTO DTSTRTCT! 400 RooD
AVENUET ROOM 142, GRAND JUNCTTON, COLORADO 81501-2563 OR
TELEPHONE (303) 243-1199.
\
=l=!D".
Engineering Consultants
953 S. Frontage Fd \ryest. Surte 201
Varl. Colorado 81657
303/476-6340
September 25, I991
Mr . lfarren M. GarbeDistrict ManagerVaiI VaIley Consolidated Water Districts845 Forest RoadVail, CO 8I657
RE: IIELL R-4 DEVELOPMENT PRoJECT
MEETING T'ITH VAIL RECREATION DISTRICT
Dear Warren:
., r/ iggl
Jerry Bender and thethe proposed R-4 weII
I attended a meeting this morning with you,VaiI Recreation District Board to discuss'proJect.
Discusslon began with a brief history of District water rightsand the adjudlcated well points. lle then aiscussed the optionifor siting the chlorine facirlty, the interpretation of whatconstltutes a wetlands, the advantage if any, of ttre facility tothe vail Golf course and the architecturil treatment of thebuildlng.
The Board wourd li.ke to see the chlorine facility located in thewil'lows at_the proposed site rather that furthei south at therocaEron of the existing shelter. They feel that with properattention to landscaping, it wilr be flr ress visibre ttrerl tiranat the existing shelter.
rt was felt that the presence of wilrows does not arwaysconstitute a wetlands and that a carefulry rain out. path couldconnect the new facility to the outbound cart path on the southand the inbound cart path on the north without any detrimentareffect. They arso liked the idea of overhangs on th; building ofsutflcient width and height above grade to ilrow carts with iopsand peopre on foot to get underneath. The commitment was aliomade by the Rec Board to remove the existing sherter after thenew facility was completed.
Jerry Bender said he wilr be meeting wittr the Arury clsrgr sfEngineers from Grand Junction to deteimine how the iite c6urabest be developed with regard to the wetlands issue.
Other olfices: Denver 303/778.7338 . Fort Collrns 303i 226-4955 . Colorado Springs 7l9i 598 4 tO7 . Longnront 303/679-9584
The idea of wood siding on Ehe buitding was not weLl received.The Board asked us to pursue the same flutted block and color asis on the sinirar facility to the east near the l3th Tee. specialattention shourd be given to the west elevation nearest vailvalley Drive and rre should work together on a natural randscapingplan that wlIl screen the facility.
A reguest was made at an earlier meeting with the Town of VaiIDesign Review Eoard to prepare erevations of the chlorinefacllity for thelr review. They also suggested we rook at woodsiding, siting at the existing sherter aEea and a different roofIine than that proposed. We will complete the drawings, keepingin nind the direction given by the Rec District. we will arsorook at a different roof line and prepare the reguested buildingelevations.
As you are ahrarer w€ still needand back to the Design Reviewdrawings and make the necessarywiII keep you posted regardingyou have any questions.
Very truly yours,
RBD, INC
Kent R. Rose, P.E.Project Hanager
copys Bender -HelIot/BirdsaII
to go the the Vail Town CouncilBoard. We will prepale the added
changes as guickly as posible andthe process . Pl.ease contact rne i f
t
I
VAI L MEADOWS AVALANCF{E
B:rGHOFINvArL, coLoRADO
TABLE OF CONTENTS
Page
I. INTRODUCTION I-1
A. General Background and Study Parameters. I-1
B. Location and General Slide Characteristics.... I'2
II. TYPICAL AND OESIGN AVALANCHES II-1
A. Types of Avalanches. II-1
B. Frequency Considerations... ll-2
C. Zoning Considerations (Town of Vail).... II-3
D. Analysis Format. II-3
III. VAIL HEADOTS AVALANCHE PATH III_1
A. Avalanche Path Morphology... III-1
B. Design Avalanche Dynamics. III-3
C. Runout Zone.. III-5
D' water Tank. IrI-5
IV. COT{CLUSIOI{S AND RECCI,II,IEIIOATIONS IV-1
A. Conc lusions IV-1
B. Recommendations.. IV-1
REFERENCES
APPENDIX A
APPENOIX B
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I I
'AIL
MEADows AVALAN.HE
'ATH
coNFicuRATIoN
I
Ii VAIL MEADoWS AVALANCHE PArH PRoFiLE AND SECTIONS
III VAIL MEADOWS AVALANCHE RUNOUT ZONE
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1310'\ryadsworth Boulevard, Su te 100
Lake\r'/ood, Coloraoo 80215
lbiephone 303/238-6022 FAX 303 /238-6382
June 15, 1990
Mr. Robert Borne
c,/o GCI Env ironmenta'l Developers
5550 26th St. West, Suite 7A
Bradenton, Florida 34207
Dear Mr, Borne:
Enclosed are three copjes of the Vail Meadows Avalanche study. The
avalanche runout area is presented on Figure III within the report. Also
enclosed is a copy of the topographic map of Lot 22 Vail Meadols Filing No. 1
showing the high hazard and moderate hazard areas for the lot. All of the lot
is within the avalanche runout zone but only the southern one th'i rd (roughly) of
the lot is within the high hazard zone.
A copy of the report and the sjte (1ot) map are being sent to your
archi tect,/structura'l engi neer.
If you have questions on the report or w'ish further information please
contact me,
RLH: jm
tnc | .
xc: 381-001
KL. H4 i\dks;,:-ric,2
id.5it .\'
,t),ii'.:1*';'6
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I. INTRODTJCTION
A. General Backqround and Studv Pararpters
This study of the Vai l Meadows Avalanche which js located in the Bjghorn
area of the Gore Val'ley (and within the Town of Vail) was authorized by Mr.
Robert Borne. The purpose of the study is to make a detailed ana'l ysis of the
ava'lanche path based upon accepted practice, previous work and additional
'i nformation developed during the last year. The specific area of focus is Lot
22of Yaij Meadows Filing No. 1which is located immediately south of the cul-de-
sac for Snowshoe Lane.
There have been four orevious studies of the Vai l Meadows Avai anche. These
are :
a
+.
Krebs, et. al., 1973
Colorado Geo logical Survey 1975
Mears, 1976, Vaj l Meadows Avalanche Dynamics Study
Ha1ley, 1977, Vail Meadows Avalanche
Studies 1 and 2 were of a general reconnaissance nature with results
plotted on 1:24,000 scale maps. They provideda genera'l indjcation of runout and
hazard, but were not sufficiently detailed for examination of specific bu'i lding
lot avalanche hazard.
Study number 3 did examine the sl ide path in detai l and presented the
runout zone as it effected the Snowshoe Lane residential lots. Study number 4
also examined the avalanche path in detail and was focused upon avalanche impacts
on the Gore Val1ey Water District's water tank which is located in the upper
portion of the northwestern branch of the runout zone. Specific recommendations
L- I
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were made in the report to protect the tank from failure and decrease the hazard
I to the residential lots (houses) further north.
This study was commissioned to review the previous work, make various field
inspections of the slide path to gather additional or new data and define the
hazard levels or zones within Lot 22 (as well as adjacent'lots).
B. Location and Genera'l Slide Characteristics
The Vail Meadows avalanche path is located on the south valley flank near
the Bighorn area in the eastern end of the Gore Valley, (see ]ocation map). The
'lower end of t,he runout zone is within the 'l imits of t,he Town of Vai l.
Theslide path is approximately6600 feet (2010 meters) long and drops 2530
feet (770 meters). The VaiI Meadows Avalanche has two release zones; the upper
or main release area is located near the top of the ridge between Gore Creek ad
the head of Mil'l Creek. The exposure or aspect of the semi-c'i rcular bowl is
approximately N450E and therefore receives Iitt'le direct sunlight during winter
months, The prevailing westerly wind up Mill Creek and over the ridge adds to
the snow depositionon the upper and westeriy portion of the Zone A release zone.
This particular avalanche path has the old burn area on the Mill Creek side of
the ridge, so the wind deposition in the upper release zone is more pronounced
than a normal deposition zone. The revegetatjon of this old burn wilI slowly
reduce the extra snow deposition.
The upper or Zone A release zone has a gross area of approximately 45 acres
(18 hectares), but portions of the zone are benched or with sufficiently mild
slopes that the complete area does not sl'ide even under major avalanches. A
detailed field appraisal indicates approximately 33 acres (13.5 hectares) will
slide under a major climax type avalanche.
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The lower or Zone I reiease zone is located approximately
avalanche chute ('left side) and consists of approximately
hectares ) ,
midway down the
10 acres (4.1
The slopes at the upper end of both of these release zones range from 65
to 80 percent (33 to 39 degrees). The upper end of a portion of the Zone A
release area extends into a discontinuous cliff or outcrop area typical of many
of the avalanche pat,hs in Gore Va1 1ey.
The mjd portion of the avaianche path is a relatively narrow incised chute
that is roughly trapezoidal in shape. The bottom width ranges from 15 to 25 feet
(4,6 to 7.6 meters) and with side slopes of 37 to 40 degrees (from the
hori zontal). Thefietd evidence shows flow depths of 60 feet or more (18 meters)
for flowing snow and as much as 100 feet (30 meters) for powder avalanches.
Below the narrow chute, the path extends across a bench zone (longitudinal slope
rangingfrcm 15 degrees to 17.5 degrees) fora distance of approximately 800 feet
(244 meters).
The flowing type avalanche tends to spread and slow down across this bench,
but major ava'lancheswill carry across and over the'lower cliff area. During the
Spring of 1990 debri from several smalIavalanches was observed on this bench.
The bulk of the avalanche and debri stopped on this bench.
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II. TYPICAL AND DESIGN AVALANCHES
A. Tvoes of Avalanches
The various types of avaianches normal ly considered in a detailed avalanche
study include the following:
'l . Loose snow type, normal1y newly fallen snow sliding on an old snow
surface
2, Powder snow aval anches
3. Slab. hard and soft slab avalanches
4. Wet snow ava I anches
The loose snow ava'lanche wou ld not be a design considerat'ion for this
particularslide path, because it would belocal in nature and be associated with
the cliff areas. Conceivably, a loose snow avalanche could trigger a larger
powder or slab avalanche, but the design consideration would be based on the
other, more critical type.
The powder snow avalanche, either originating as a soft s'lab or simply a
powder avalanche of sufficiently large proportions to carry through the'length
of the slide path, is a very definite possibiiity for this avalanche path. The
trajectory through the bench area and across the Iower cliff would continue the
powder avalanche primarily into and over the Iimestone knolI at the base of the
slide path. The powder avalanche dens'it'ies and associated pressure loading would
be inconsequential on the water tank located on the very flank of the runout area
and wouid not be a factor for the residentia l 'lots on Snowshoe Lane-I
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The slab avalanche, soft or hard, that maintained the flowing component
jntegrjty, i.e., without evolving into afull powder avalanchethrough the chule,
would be the critical design avalanche for'loading upon the water t,ank and
Snowshoe Lane, since the f]owing snow would be deflected (a part of the total
volume) into the west 1eg of the runout zone. This wil'l be discussed in more
detail in Chapters III and IV.
A major wet snow avalanche conceivably could carry across the bench area
above the lower cliffs and impact the steep uphi] 1 face of the small hiII. This
wouid deflect a wet snow avalanche, probably spljtting into a west and east
branch. The bulk of a wet snow avalanche wouid turn to the west due to the
incised nature of the watercourse on the west side of the bench. It is extremeiy
unlikelythat a major wet snow ava'lanche wou'ldoriginate from more than one third
of the release zones and so the total vojume would be considerably less. Since
the design avalanche for this particular analysis has been identified as a dry
f'lowing avalanche with the associated higher velocities and the impact density
taken as 250 kg,rm3 (wet f]owing densities would range from 450 to 500 kg,zm3), the
wet snow avalanche can be considered less critica'l for both the residentia'l lots
on Snowshoe Lane and the water tank.
B. Frequencv Considerat'ions
The estabtishment of a "design" avalanche predicated upon a particular
recurrence jnterval is a very desi rable approach, since the possibif ity of
occurrence can be re'lated to hazard risk. Considerab'le development of this
approach has been effected in the field of f'lood forecasting and hydro'logy.
Excel lent discussions on this are contained in "Guidel'ines anci Methods for
Detailed Snow Ava lanche Hazard Investigations in Colorado", Colorado Geological
Survey, 1976, and "The Avalanche Zoning P'lan" by Hans Frutiger.
However, the state of the art for predicting a particular recurrence
interval for a design avalanche without long term factual records is certainly
stilf in its infancy. fhe comments contained in the above two references and
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detai led report on the KAC Avalanche path (Gore Valley) by the author are
I particularly germane.I
I For the purposes of this analysis, the defined release area and the initial
I average snow pack depth at release of 2.0 meters (79 inches) is considered to
I approximate the 100 year + recurrence interval event. The assumptions were based
I in part upon evidence observed jn the field and experience on similar avalanche
paths. Obviously the deoth near the fracture zone woujd be greater, but the
I average for the tolal release zone is 2.0 meters.
I C, Zoning Considerations (Town of Vail)I
I The Town of Vail has adapted and periodically upgraded their hazard
I regulations for avalanche, flood and geological sensitive areas within the Town
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'l im'its, The pertinent hazard regulation for avalanches are found in 18.69.010
I (Purposes), 18.69.020 (Definitjons), 18.69.030 (Master Hazard Plans), 18.69.031
(Approval of Master Plans), 18.69.032 (Supplemental Studies), 18.69.033
I (Supplemental Studies - Individual) and 18.69.040 (Development Restricted).
I The Town of Vai l Hazard Regulations are encjosed within Appendix A of th'isIreport.
! D. Ana'lvsis Format
t This analysis of the Vai l Meadows Avalanche path and runout zone has been
based upon the fo] lowing format:
r 1. Review al'l orevious work.
I 2. Make additional field investigations and measurements.I
3. Analyze new aeri al photography, 1990.
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I 4. Make additjonal dendrochronological investigations.
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Re-analyze the release area and slide path and runout zone dynamic
f low for the "design" avalanche. The "design" avalanche is defined
in the same manner as was done in the Art Mears study of 1976 and
the R.L. Halley study of 1977. Energy losses on the jnterim bench
above the lower c'l iff as we'| 1 as the velocity vector changes and
energy losses created by the limestone knol1 are to be considered.
The analytica] work results are to be cross-checked with fjeld
conditions and evidence.
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III- VAIL I*IEADOWS AVALANCHE PATH
A. Ava'lanche Path llorpholoqv
The Vail Meadows avalanche path consjsts of a medi um- large deposition or
re'lease zone (Zone A), a narrow incised chute with an intermediate, smaller
release zone (Zone B), and a complex runout zone below the middle cljff area.
See Figures I and II. The exposure of both release zones (Zones A and B) is
roughly N450E and thusly receives Iittle direct sunlight during the winter
months. Ihe combination of exposure and e'levation (mean winter temperature) does
not'lead to significant snowpack settlement.
The ground surface within the release zones is high alpine grass with
sparse tree cover. Compari son of aerial photographs of the release area for the
period 1970 to 1990 show minor increases in tree cover, however the Mi1l Creek
burn (circa 1945, personal comrnunication with Jay Pulis who was raised in the
Gore Val ley) does show increased tree growth. This increased t'imber coverage on
TheM'i 'l 'l Creek-GoreValleyridgewilI reducewindblownsnowdepositionintothe
Zone A release area. Thjs aspect was not considered in this analysis but in the
future r+iII make the results more conservative, albeit a ninor factor'
The ground cover and slope exposure is conducive to fulI s'lab release
a]though the lack of rock exposure or scree s'lope is less favorable for
temperature gradient metamorphism. The temperature gradient metamorphism or
depth hoar formation tends to create a weak layer at the snow-ground interface
and is common for many of the major avalanche paths in the Coiorado Rocky
Mounta i ns .
The avalanche chute is a incised channel that is roughly trapezoidal in
section. The bottom width ranges from 15 to 25 feet (4.6 to 7.6 meters) and with
side slopes of 37 to 40 degrees (from the hori zontal). Field evidence shows
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avalanche f 'low depths of 60 feet plus (18+ meters) for flowing snow and as much
as 100 feet (30 meters) for powder avalanche.
Below the chute section, the avalanche path extends across a bench zone
(longitudinal slope varying betveen 15 to 17.5 degrees) for a distance of
approximately 800 feet (244 neters). The flowing type avalanche wiil s'low and
spread across this bench, see Figure II. Major avalanches will carry across this
bench, over the lower cliff area and into the path splitting area created by the
'large limestone knol'l that lies directly in the avalanche trajectory. The
Iimestone knolI is approximately 80 feeL (24 meters) high above the saddle
betv/een the two forks. This kno'l 'l wi'l I force a splitting of the flow with a
smai l portion of a f 'lowing avalanche trave'l Iing over the top of the kno'l I , a
port ion wi'l I be directed northeastward and a significant percentage being forced
through the 50 degree velocity vector change towards Snowshoe Lane. A
significant amount of energy will be dissipated in the turbulence caused by the
flow splitting and veiocity vector change.
As part of this study additiona'l dendochronology work was performed to date
various trees that prov ide critical insight into the avalanche history for this
sl ide path. Previous work as reported by l{ears include the fol lowing:
"Tree cores were taken by Glenn (1974) from the VaiI Meadows avalanche path
in order to estimate the annual probability of large avalanches. The tree ring
analysis indicated an annual probability of one to two percent for avalanches
large enough to reach the hi'l ltop at the base of the track and'large enough to
reach about 50 meters (165 ft) downhilI ofthe water tank. Oead logs located in
the vicjnity of the water tank and on the hilIeast of the tank indicated that
an avalanche reached that location between 1950 and 1960. Trees were not sampled
north of Snowshoe Lane because of the paucity of datable trees, but the annual
probability of avalanches which can reach this location must be smaller than that
found from tree-ring analysis higher in the path."
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HYDRO-TRIAD, LTD.PHOTO PAGE I
VAIL MEADOWS AVALANCHE PATH
VIEW FROM TOP OF I-7O TRUCK
RUNOUT.
VAIL MEADOWS AVALANCHE CHUTE
VIEW FROM TOP OF LIMESTONE Ki{OLL
SHOWING LOWER CLIFF AREA, BENCH
AND MIDDLE SECTION OF CHUTE.
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LTD,HYDRO-TRIAD PHOTO PAGE 2
VAIL MEADOWS AVALANCHE
VIEW FROM BENCH ZONE
SHOWING MIDDLE CLIFF AND
MIDDLE SECTION OF CHUTE.
'd*
VAIL MEADOWS AVALANCHE
DEBRIS ON BENCH FROM
SMALL AVALANCHES, SPRING I99O.
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HYDRO-TRIAD, LTD.PI-IOTO PAGE 3
VAIL MEADOWS AVALANCHE
DENDROCHRONOLOGY BORING
ON TREE DAMAGED = I95O
MAJOR AVALANCHE EVENT.
*i
VAIL MEADOWS
MIDDLE CLIFF
AVALANCHE
AREA
-.{r- +'
As part of this study Hydro-Triad, Ltd. contacted the Mountain Research
Station of the University of Colorado to provide additional tree-ring analysis
or dendochronology. The results of the analysis are enclosed as Appendix B to
this report. Tree number one which is a medium evergreen is located on the
southern portion of lol 22. The indicated age is 59 years or in other words the
tree was a seedling in the early 1930s. The other trees sanpled (*2, 3 and 4)
were 'located on the s)ope below the lower cliff area. The trees in this area are
obvious second growth initiated after the last major avajanche event. The dating
of these trees would inciicate regrowth initiated between 1950 and 1954. Th'i s is
consistent with the tree ring analysjs reported by Mears on the debri 'logs as
being between 1950 and 1960. Thjs further is supported by personal communication
with Jay Pulis indicating a major avalanche cyc'le in the val 1ey some 5 to 6 years
after the Mill Creek burn.
Reviewing the 1974 tree-ring analysis and the subsequent dendochronology
data wou'ld jndicate the annual probability of a major avalanche reaching the
Snowshoe Lake cul-de-sac would range from something less than 1x to approximately
1-1/27" or recurrence interva'ls range of 125 years to 75 years.
I lhis data was utilized to cross check the dynamic analysis as discussed inIthe next section of this rePort.
B. Desiqn Avalanche Dvnamics
The avalanche path profile and cross section are shown on Figure II. The
p'lan of the avalanche path with release zones, chute and runout zone are shown
on the aerial photo enlargement Figure I. The details of the runout zone ar
shown on Figure IiI.
The design avalanche for thjs particular evaiuation consists of a dry
flowing avalanche which would resu'lt from medium dry, soft or semi-hard lab
release. For the purposes of this evaluation, it is further assumed that less
than 15u of the ava lanche volume would evolve into the powder avalanche form,
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since the more conservative approach would involve maximizing the ory flowjng
I component of the avalanche. The parameters of the design avalanche are:I
Release Areas
Area
Hectares
Depth (Ave. )
Mete rs
Peak Flow Rate
m J,/ D
Zone A 13. 5 .|6, 900
Zone B A',tn,"200a.rv I It
Chute ovnamics
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Sect i on E Flow Depth
Meters
Velocity
m/s mph
Peak Flow
Rate
m 3/5 x 10J
s-0 700 25.4 16. I
s-1 650 19.0 34.5 16. I
s-2 650 20. 8 34. 0 16. I
c-e 650 21 .2 33.5 22.4
s-4 l.1n 't2.5 25. 5 22.4
s-5 700 10. 0 tl n 22.4
b-o 700 8.8 20. 5 22.4
Sp'lit NA i n'iti a I
ve loci ty
gain, then
turbu lence
and
spl itting.
Approx. 0.45
v.'/29 loss
where V" = 29
m/s
s-7 See Figure TT 21 .9 11.5
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C. Runout Zone
While the saddle between the tow branches or forks of the runout zone and
the I imestone knolI are integral features of the Vail Meadows Avalanche path
runout zone, the turbulence, velocity vector changes and energy losses in this
sectjon preclude seclion by section mass-energy balance. The f lowing snow coming
off the interim bench will in'itially gain velocity to approximate'l y 29 m/s. Then
the f'low splitting and turbulence created by the impact into the limestone kno'l l
wilI create energy and velocity loss. Based upon vector change or velocity head
'loss, the residual velocity at section 7 is computed to be 21.5 m/sec.
The runout distance based upon the Voellmy formula would then be 200 meters
or 660 feet. This would put the northern Iimit of the moderate hazard zone north
of Snowshoe Lane. The high hazard zone would impinge on the south end of Lot' 22,
see Figure III.
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The avalanche dynamics analysis has been
and the results of the dendochronology studies
of the runout zone.
D. Water Tank
F rom
hori zontal
the tank is
winter).
cross-checked with field evidence
to arrive at a "best fit" mapp'ing
The previously described analysis was performed w'ithout consideration for
potentia'l negative impacts of the lrater tank. The 1977 evaluatjon of the water
tank by Hydro-Triad, Ltd. (R.1. Halley), concluded'i f the tank were maintained
atSOX fuli during the avalanche hazard period and equipped with a shear ring tie
to the foundation, the tank would not faii or be a significant additive element
to the avalanche as it would affect the residential iots along Snowshoe lane.
inspection during early 1990 it appears the shear ri ng to withstand
'load of 373 metric tons has not been insta'l led, It is not known if
being maintained at 80fr ful1 during the avalanche hazard period (late
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- If these actions are not taken, the hazard zones for the residential lots
I on Snowshoe Lane wou'ld have to be re-defined to account for the increased hazard.
r Reso'l ut'ion of this aspect is important for the avalanche hazard relating to Lots
r 22 and 23.
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IV. CONCLUSrONS AND RECOMMENDATIONS
A. Conclusions
Addjtional field information and dendochronolgy data has al lowed the
reanalysis of the Vail meadows Avalanche path and runout. The results of the
study and map of the runout zone are provided herein.
The conclusion is that a portion of Lot 22 ofVail Meadows Fi]ing No. 1 is
within the red or high hazard runout zone but a significant part is within the
blue or moderate hazard zone. If a suitable avalanche defense system or
avalanche load provision can be designed into a proposed structure, proper
avalanche protection can be accommodated. This further would compl y with the
existing Town of Vai l Hazard regulations.
The 50,000 gallon water tank located within the N.l{. runout branch does not
appear to be protected against avalanche impact and potentiai rupture which would
adversely affect the extent of the hazard for Lot 22. This aspect needs to be
resolved prior to defining a potential building configuration and avalanche
defense system for Lot 22.
B. Reconmendat'ions
Resolve the status of the water tank and make improvements as needed'
2. Define potential structure configuration and avalanche defense system for
any proposed building on Lot 22.
3. Present information to the Town of Vail on the modification to the
avalanche hazard mapping and the defense system to comply with the current
ordinances. This report represents the initial portion of this submittal.
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I REFERENGES
I
I 1. "Avalanches, Cold Regions Science & Engineeri ng, Part III", 1968, l''1.
I Mellor.
I 2, "On the Destructive Force of Avalanches" by Voellmy, 1964, U.S.F.S.,
I trans racron.
I 3. "Vail Meadows Avalanche Dynamics Study", 1976, Art Mears.
t 4, "The Avalanche Zoning Pian", H. Frutiger, 1970, U.s.F.s., translation.
I 5. "A Manual for Planning Structural Control of Avalanches", 1966, H.
I Frutiger, M. Martine'l 'l i.
I 6. "Encounter Probabilities for Avalanche Damage", 1966, Ed. La0hapelle.
! 7. "Fluid Dynamic Drag", 1965, Dr. Ing. s.F. Hoerner.
I 8. "Avalanche Protection in Switzer'land", 1975, G.T.R., RM-g.r
9. "Evaluation of the Snow Avalanche Hazard Jn the Valley of Gore Creek,
I
Eagle County, Colorado", INSTAAR.
10. "KAC Ava'l anche St,udy, Vai l, Colorado, 1975' R. L. Hal ley, P. E.
I 11. "Guidelines and Methods for Detailed Snow Avalanche Hazard Investigations
- in Colorado", Arthur L Mears, 1976.
I P. "Vail Meadows Avalanche, Vail, Colorado", 1977, R.L. Halley, P.E.I
13. "Avalanche Dynamics, Engineering Appl ications for Land Use Planning, 1977,
I C.F. Leaf and M. Martinelli, Jr., USDA.r 14. Aerial photography, Vail Meadows Ava'lanche, Falcon Air Maps, 1990.
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APPENDIX A
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90. 05,/14 1B:49 P01 * INTER-FI0UHTRIH EHEINEERINE
.t
Dspe,!"",',*'f
HAZARD RECULATIONS
date for a public hcaring to consider the zoning dirtricts to be
llTp^olgd on the annexed area. (Ont. Z{tSl4) 5 3l;ili,-O;8(1973) g 22.30r.)
lE.68.050 Zoning distrlct detennination_Hearing notice andconduct.
Notice shall be grven, the hearing shafl b€ conducted, and arcport of lhe planning commission ststing its findings anJpsomnrcndations shall be transmitted to the town council in
11?r+l_.."-fi!h the applicabte provisions of Oraptcr 1g.6d.(ord.23(1974) g 3 (part): ord. 8{1973) 822.302.)
18.6_8.060 Zoning district dctermination-Council action.Upon rcccipt of the repon of the planning commission, thetown council shall determine the zoning distriits to be irnposeion the annexed area h accordancc with thc appticaUfeprovisions of Sections 18.66.150 and lg.dO.tg0.' (OrO.
Z3(r974\ g 3 (part): Ord. 8(t9?3) g 22.303.)
18.68.070 Zoning district detcrmlnrtion-Odinrnce,
The determination of zoning district by the town council
shall bc.made through its etactment of an
-ordinance
imposing
zoning dlstricts on the annexed arca. (Ord. 2g(lg74t $ 3 tpartliord.8(1e73) g 22.304.)
Sections:
18.69.010
r6.69.020
18.69.030
1E.69.031
18.69,032
ctaptcr lE.6g
TIAZARD REGULATIONS
Purpose.
Ilafinitions,
Master hazard plans.
Approval of master plans.
Supplemental studies.
. 49j (vrir e,J.3J)I
f.r
I 90. 05"14 18 : 51
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P09 * I t'ITER-Fl0Ul'JTH IttJ EHE IHEERIHE
.i ln'
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ZONING
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1t.69.033 Supplcrnental studies-Individurt.It.59.034 Report to town councit.
1E.69.035 InrGrprerrrion.
It.69,036 Disctiimcr of lirbiliry.18.69.040 Development restricted.
It.69.0.15 Designation of flood hazard zones rnd lloodhrzrrd studles.
1E.69.047 Procedurcs for the substsntial improvcnrent of
lcgal nonconforming structures locaicd, In pert or
in whole, in a flood hazard zonc.
1E.69.019 Duties of the zoning edministrgfor.
1E.69.050 Special restricrlons lor developmcnts on lols
rvherc thc avcnge slope of the iitc bcneath theproposed structure and parking arca is irr crccss
of thlrty percent in single-family residentiel, two-lamily residentirt rnd two-irmily primary/
tccondary rcsidcntial zones.1E.69.052 lpecirl restrictions for developmcnt in geo.
logicelly sensltlve .rsls.It.69.060 Rlgbt of appeat.
1E.69.070 Requiremenr of bond.
ft.59.010 Purpose,
Thc purposc of this chaprer is to help protcct the inhabi-
tants of the town from dangers relating to developmcnt of
flood plains, avalanche paths, steep slopcs and gcologically
scnsitive arcas; to regulate thc use of land areas which may
be subjcct ro flooding and avalanchc or which may bc
gcologically scnsitivc; and further to regulate dcvclopmcnt
on stccp slopcs; to protcct the cconomic and propcny
values of the town, to protecr thc aesthetic and recrcatioosl
valucs and natural rcsources of thc town, whicb are
somerimes associatcd with flood plains, avalanchc areas and
areas of geologic scnsitivity and slopcs; to minimizc damagc
to public facilitics and utilities and minimizc the nccd for
relicf in clcan-up operations; to givc notice to thc public of
ccrtain arcas wirhin thc town where flood plains, avalanchc
arcas and areas of geologic scnsitivity cxist: and to promorc
thc gcncral public health. safety and welfare.
(Ord.5(1985) $ l: Ord. l2{1e78) S 4 (part}.)
ab
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g'0. tl 5,/14 1B:49 Ptr 2 .t It{TER-l'l0Ul',lTHIH EHEIHEERIITJE
HAZARD REGULATIONS
1E.69.020 Dcfinitlons.
For the purposcs of this chaprer, thc words containcd in this
scction are dcfincd as follows:
A, A'blue hazard avalanchc arca"means an arca impactcd by a
snow avalanche producing a total static and dynamic pressure
lcss than six hundred pounds per squore foor on a flai surface
normal ro the flow and/or a rcturn intcrval in excess of
twcnry-five years.
B. A *red hazard avalanche arca'mcans any arca irnpacted by a
snow avalanche producing a total staric and dynamic pressure
in cxcess of six hundred pounds per squarc foor on a tlat
surface normal to rhe flow addlor a ruurn interval of less
than twcnty-five ycars.
C. 'Flood hazard zone" means that arca covered by thc buse
flood. The base flood arca is any numbered A. AO, e\H, or
area of one hundred year shallow flooding indicared on rhe
Flood Insurance Rate Map, associated work maps, and
Flood lnsurance Study. The flood hazard zone is also any area
indicated as floodplain as defined by the "Core Creek Flood
Plain Inforrnarion Report," 1975, as dcsignated ln Secrion
18.69.045.
D. 'Slope"is as defincd in Chaptcr 1E.04.
E. Thc *Zone of influence' mcans any area in a potcntial
avalanchc hazard zone whcre detailed infornation is not
currcnrly available but which may be impacrcd by said
hazard. These zones of influence shall be designatcd on the
appropriate maps of rhc zoning adminisrraror of the rown.
F. -Flood lnsurancc Study" mcans rhc official report provided
by thc Fedcral Emergency Managemcnr Agenc-v rhat includes
flood pro{ilcs and water surfacc clcvation of rhe base flood.
Ga "Substanrioj-lglfsJggjnt " mcans a.ny rcpair. reconsr ruc-
tion, or improvcment of a structure. thc cost of rvhich eouals
ol exceeds.fifly peJge-nt qf the markeli@Si?[ffi
- MarKe[ valuc Sntll Dc oerermtneo Dy a quattltecl $sessor
designated by thc zoning adminisrrator. Thc market value o[
a strucrure is determined eithenl. Eefore rhc improvcmcn( dr repair is sraned: or2. lf thc srructure has bcen damaged and is being resrored,
beforc the damage occurrcd. For rhe purposcs of this
definirion 'lubstantial improvcment" is considued to
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gD. intt + 1 B : b 1 p 1 0 .{ I FrrER- H0UHTR I ti Et'tE I_H.EERlt'tEt
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ZONINC
occur when thc tirsr alteration of any wall, ceilin3, floor,or other strucrural pan of thc building commenccs,
whcther or not that altcrarion affects thc eiternal dimcn-
sions of the structure, The tcrm docs not, howcver,
include any projccr for improvemcnr of a $ructuns tocomply with exisring srare or local hcalth, sanitary,. orsafcty code specificrrions which are solely necessary to
assure safe living conditions.
H. 'Gcologically scnsirive arca" means an arca within rhc
Town of Vail which may be subject ro rock falls, nud
flows, dcbris flows, dcbris avalanihes, and unstable soil,
rlopes or rocks.
(ord.5(1985) g 2: Ord. t6(1983) g I (part)r Ord. l2(197E) g
'l(pan).)
IE.69.030 Master hazard ptans.
. The rown manager shall formulate and devetop master hazardplans for rhc rown. Said hazard plans shali bc bascd onengineering studies and shall indicaie thc locarjon of knownfloodplains, avatanchc and gcological hazard zones of in0uenee,known rcd and bluc avalanihc aid geological hazard areas,
"ndforty pcrcenr slope areas. ln addiriin. th-e plans may show anyother information or data deemed to be disirable Uy ttre rown
m-anager. Maximum citizen participarion during the formulationof the mastcr hazard plans as well as other phaser of thc
Inrormatlonlmplementation of the hazard srudies and rcgulations,
shall ,bj encouraged. The purposc of rhe rnaster hazard ilans is ro
idcnrify and alleviate prescnr a.nd future problems creaicd by rhc
consrrucrion of improvemcnrs in thc hazard areas within thc town
by-means ofprescnring in an orderly fashion the gcneral data and
informarion which are essenrial to the undcrsunding of thc
rclationship bctween the hazards and improvemcnts- located
wiihin said areas. The mastcr hazard plans may be attcred from
time ro rime to conform wirh new information or exisring
conditions. (Ord. l2(19?8) $ a (part).)
lE.6I03l Approvll of mastcr plans.
The mastcr hazard plans shali not be considered to be official
hazard master plans of thc rown unril and unless the town council
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HMARD RECULATIOI{S
adopts thc same, by motion. No substantial modification of thc
master hazard, plan.shall be made unless it is first approved by the
town council in a similar manner. As soon as the master haiardp.lans.arc-adopred,-or.ponions rhcrcol arc adoprcd, a copy of ir
shall be placed on file in rhc office of the town cltrk, wheri ir may
be inspe-cred by any interesred pany during normal busincss
hours. (Ord. I2(1978) g a (part).)
1E.69.032 Supplementalstudies.
Thc town managcr, wirh the advice and approval of the
planning cornmission, shall continue to study ani accumulate
information as to hazard areas. When additiohat information is
availablc, it shall be rcviewed by rhe planning commission and
addcd to the rnaster hazard plans. (Ord. 12(l9ZE) $ 4 (part).)
18.69.033 Supplemlnial studles-Individual.
If an applicarion is rnade ro build in an idenrified avalanche
hazard zone of influence or modificarion to thc floodplain, the
zoning administraror may rcquirc the applicant to conduct
supplemenral studies as spccificd in this chaprcr. Thc informarion
submitted by the applicanr following completion of said srudics
shall be viewed by the rown staff and thc planning commission
and may be addcd ro rhe masrer hazard plans. (Ord. l2(l9ZE) 5 4
(pan).)
18.69.034 Report to lown councll.
Thc rown manag€r shall report to the town council not less
than oncc each ycar on any'addirions thor have been made to the
trrastcr hazard plan. (Ord. l2(t9't8l g a gart).)
1E.69.035 Intcrpretatlon.
The provisions of this secrion shall bc deemcd to bcminimum requiremcnts. Nothing hcrein shall impair thc
obligarions. of or interfere with privare agrccme[ts in cxccssof thc minimum requiremenrs. Where thlis chaptcr imposcs
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ZONING
a restriction different from that imposcd by otb€r
rpplicablc provisions of law, contract, or deed, thc more
rcstrictive provision shall control.
(ord. 5(leEs) $ 3.)
18.69.036 Disclaimcr of lirbilily.
This chapter is based on scientific and cnginecriog
considcrations which arc continually bcittg dcvclopcd.
Comptiancc rflith thc provisions hcrcin cannot insure
freedbm from risk to life, safety or proPerty. This section
shall not crcatc liability on thc part of thc Town of Yail or
any officcr or employce thercof for any damagc that may
rcsult from rctiance on this chapter, or any administrative
dccision lawfully madc hereunder. The designation of
cc ain areas as hazard areas or gcologically scnsitive arcas
pursuant to maps incorporated into this s€ction docs not
impty in any way that arcas not so dcsignatsd are frcc from
all risk to lifc, safcty or ProPerly.
(Ord. 5(1e85) $ a.)
1E.69.040 Devetopmentresrlcled.
A, No structurc shalt be built in any flood hazard zone or rcd
avalanche hazard arca, No structure shall bc built on aslopc
of forty psrcsnt or greater ercept in single-family residcntial,
two-family rcsidcntial, or two-family primary/secondary
residential zone d istricts. Thc term "structure" as used in this
scction does not includc recreational structurcs that are
inrcndcd for scasonal use, not including residcntial usc.
B. Srructures may be built in llgg,avalanchc hazard arcas
prgy,idgg! that proper mitigatiirg rneasures have been takcn.
C. The zoning adminis-lrator may require any applicant or
person desiring to build in an avalanche huatd zone of
int'lucncc to submit a definitive study of thc hazard arca
in which he proposes to build if the town's master hazard
plan does not contain sufficient information to determine
it' the proposed location is in a red hazard or blue hazard
498.4
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'F I HT
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ER_I'IOUHTflIH
HAZARD REGULATIO}IS
arca The requirement for additional information and study
shall be donc in accord with Chapter 18,56.
D. The zonint administrator may requirc any apPlicant or
penon desiring to build in an idcntified -bluc avalanche
hazard z.one to submit additional lnformlii6i- or rcpons
as to wherher or e
nEamsft quired, said
lnformation and report should specify the improvetn€nts
proposed therefor. The required information and rcports
shall be done in accordance with Chaptcr 18.55.
E. The zoning administrator may rcquire any applicant or
person desiring to modify the floodplain by frl,
cqnstruction, channelization, grading, or other similar
changes, to submit for review an cnvironmcntal irnpact
statoment in accordance with 16.56 to establish that the
work wilt not adversely affect adjacent Properties, ar
increase the quantity or velocity of flood waters'
(Ord. l6(1983) $ I (part): Ord. 12(1978) S.4 (pan).)
18.69.045 Designation offlood hazard zones and flood hezard
tludler.
There arc two sets offlood hazard rnaps and studics designated
and adoptcd for the Town of Vail. Thcy arc:
A. Att ircas dcsignated as flood hazard zones in the Flood
Insurance Ratc Maps, as wcll as thc Flood Insurance Studv,
dated November2, 19E2" are hcreby designated and adopted
for the areas encotnpasscd by'the Town of Vail as of
Deccmber l. 1980.
B. The "Gorc Creek Floodplain Information", 1975 study and
accompanying maps are hercby adoPtcd and dcsignared for
an area dcscribed in the Wcsr Vail annexarion Plat, dated
Deccmber lE, 19E0,
(Ord. l6(1e83)S I (pan).)
3032386382iS 2
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APPENDIX E}
l. i
Mountain Research Station
:@ at=tl- - -(qlJ Universtry ot uolorado
818 Counry Road I 16
Nederland, Colorado 80466
001) 492-8841
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1:jL{:r lAlad s i,.,oi- 1: !1 FLvd,, SLrit'r L i-1{:!
Lal,:eraaqd " ::F Fil::15
Deai'' Fl*n l
F1*a.ge + :i nd encl. n::ed the i-esr.tl ts +-r-om the anal.'"/5i s rr+ the sgrntrl eg
i,+,n cc:l Lercted rn Tr-rer:'iav, F,-\sed on thi= erridence. iL apnears that
a rr*jnr av.1l,rnche orcui-red aornetirne befEre 19f,i:i' It i'E passible
'f:lra{: ano!:lrrat- rriav have L-1a':Lrrrgd gornetirle he*nt-e IS49 " *{{er:tins
+.-.rA- ; i +t.- -+--r aAt '. h'-rt I ran't be =ure r+ thi=" ILr l-*t: = .L r r Li rlf r-rFrrJ€! ur r! v I LJr
hope this in{arrnation is nelpful to ycur r:lient.
f f Lr;q .a nl a;r;ttF.5 '.r-Fl-'i qa '^ri 'Ftr rral r '''F' 'l .{ r_^ t--__.' 5- L_1. _i :.rr (.J I ii. L i !r-l i.,a L,r !.LiLir r r'YrJr-rr !r Lr€ rrErtJFY H yulr
rAi th ,i{i'l y dendrochr0ncl l c]g i {a l questians in thts f uture.
5i ncerel y,
b' vzet-tlk"--'--
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!.3nilr-dtrhi-if nol,f,{1ra.i analvsi6 il'f suba.!Brne {ir- ti-€r*5 in
litth r tl,ni L. ij*loi-ado
a.vat ancne
l. l f,aiag r^rere rol I ected . Lr=i nq an i ncrament bot-er ,, 'f rnin 4 lrees
i ft ,f,r' naaLllrr-s aval snche ;-unnlrt znne" Tarc care= v'lere i:,:1 L pctPd
iri]in ire€3 #1 " trne aach 'Fr-orn trees #2 and #.f . and ' 'f rom t,-ee #4"
2! Cnres r{ere dried +Dr Feveral davs" then nnutnted and sanded.
-:i The annltal orob,th !-in€s in each gar'ns1e t'rere e,'ramined t-tnder a
flrirros{:crpF ti: rhecl.: *rr r'ina f orrnati on, Somet:.mpg, : n{:,=rannual
ri nqa 'f arrn and tran be mi Etsl:Fn 'For annltal ri ncs i { not cl osFI v
inspecf-ed" Nu such rinEs appetsred whirh woltl d a{{erl: Llr': r'ing
i:oi".(ni: "
,:1.) Ftings -!t]r p;rch Earnr:]le r/{sre counted to detterrnine mi ni mLtrn tree
ilge:i "
5) In the Field" tree {*4 sh nt^ted evidence o{ srowth disrutntion,
possibl'v cauged l:y avalanche impact. The tree appear',ad to have
been topped n but Lhen recoverad. Cores were taken above and
helow the digtorted section in an effort to date the distttrbance'
In add j.tion to ring ccrr.lnts. plots o+ ring-width patttrns wEre
made s$ the:ie s.arnpl e'g in order t,c detei-mine the date ,r{ digttrrc--
an{:e. FLot* wer-* rnade of the other =amFles to see i'f a disturb.
antre otrcuri'-ed in ather tree= at thig date"
5 ) Res{-rl tq
e) l'lininurm
ti-ee tl1
free #I
tr-ae #4
tre* ages
:Y r].nog
38 rinls
J7 r-inog
19f,{}
1961
L?53
uoper- ?4 rings 19$5
lswer 4tJ rinr:s 194?
b) {--cr-es Fr-o.n tree= #1!:"3 were cloge to pithr probablv
within :. r j.ng or twc" Berause corps !,{ere nilt tal':an at rntrt level tseveral rrore o{ the earl iest growth rings were nt]t r-ef l ected in
thege sarnples. Dates of tree establighrnent arF probabl Y 2'4
years tarl itr than the ring counts. The core from the lower
pnrt.ion of treer S4 alrpe.rred Lo be f r-trther {rcm tl'ie pi Lh,, I woulri
gLre$s Lhat Eher* i4er€ 4 cr- 5 ircre i-i ngs be{{]re the pith.
c) 'flre p).r:l: i;f r':i ng= r,'iidths r:{ the 1r:wer secti,=n c'f trr:e *4
'5hov.rsd a -Fi*ii'1v inarl.,:ed derrease in rinq '+iidthg gterrtinq
"rt
i Lh the
1?55 rii.rg and ccntinuing f or- ';everal vea.rg. Ring tri dt:hs qradual -I''' i ncrcaaged o'*sr the next decade. The i nnerilogt nDri'nal ring
f r-nrn thlr r-rppi:r t;arnplre ig the .l.9S5 r'ing; belrnnd Eh"rt the rings *re
di s-torted,r *G i t- j-'s di'F+ j. cul t tc tel I what eractl v i 3 qoi ng Dn
her-a.
7, fnnr:1r-rsi *ng
1) ]la;ed nn the date o{ tree #1. lncated et t'he +ai- entj nJ
It
I tlre i-unoltt, it apnnsrs that a na-ior avalanche EtrLirr-ed sornetime
t be-Far-e L9ltl"
:) Dateg f rsrr trees satnpled above the water tcwer i#i,$, and
I 4) rrav ind:ical,= another s1i,le prev:i ol-t* t': L94?. It is alEo
t Fro==ibl.e t*nd rTt:ra probahl€) that these trees jutgt tcot': a I ittla
lcnger 'l:. c become estahi. ished than ti-ee *1.
II f,) The r-ing pattern in the l or.ler Forti'fn '::{ tree *4 rsf lectsI ' .-. d:i gtr-rrbance abrr-tt l95F! which ror-rghlv coincides with the ring
pattern in the LrpFsr- part. This sr:ggests that gome'thi ng occnrred
I 1r- r, di *rr-tpt norrnal. t;-ee Erowth n pessibly an avalanche, but since
t fhe pa{:tern is not -Found in any o* the other treeg sampledr (even
in 'Lr-qe {*iI wtrirh c.ras rlirectLy abnve *4) !t Iooks like a ti-ee-
I speci{i.s diatlirtrance.
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SHOWING HIGH A
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US Army Corpo
of Englrreerc
Alhrquerque Dstrict
P.O. 80r t6aoAlbuqu.rqu., Xlt !7iO!-r6!O
Pcrmit Applic.tion l{ol
co-oYT-0159 September 8, 198
SusDansa Datc:(505) 766-2776 or (719)543-9459 N/A
In R.plt F.lGr to:_ .District Engineer ,cEswA-co-R
REGIONAL PERMIT FOR STREAM HABITAT IMPROVEMENT STRUCTURES
IN THE STATE OF COLORADO
Interested parties are hereby notified that the District Engineer has reissued
Reglonal PermLt No. CO-OYT-0159 for stream habltat funprowenent structures in
iraters sithin the State of Golorado under provisions of Section 404 of the
Clean llater Acc (33 USC 1344).
Work Authorized: This regional perrnlt auchorlzes certal-n dlscharges for
constructlon of stream habltat Lmprovement structures. A copy of the pernic
is atcached.
Location of Work: This regional permit is applicable to a1l waters of the
Unlted states, lncludlng wetlands, rrLthl-n the state of Colorado.
Authorization of Ehe Regional Permit: The use of regional permic gives the
Corps of Engineers a way of authorizing activities that would have only
mininal adverse envirorunental impacts, either separately or cumulatively. The
decision to issue the perurit was based on an evaluation of che probable
impacEs, including cumulative impacts, of the proposed activiEies on the -
public interest. That decision reflected the national concern for both
protection and utilization of inportant resources. The benefits which
reasonably roay be expected to accrue from the proposal have been balanced
againsc its reasonably foreseeable deEriments. Issuance of the pernit was
found not co be contrary to the public interest.
The evaluation of che impacEs of permit issuance included application of the
guidelines set forth by the EPA Administrator under authority of Section
404(b) of the Clean Water Acc. In accordance wich environmental procedures
and documentation requlred by che NaEional Envirorunental Policy Acc of 1959,
an environmental assessrnent r^/as prepared for this perrnit action and nay be
seen at either the Southern Colorado Resident Office, U.S. Army Corps of
Engineers, Room 4L6, 421 Norch Main, Pueblo, C0; or the Albuquerque Discrict,
U.S. Army Corps of Engineers, Roour 8t+L9, 5L7 GoId Avenue SW, Albuquerque, NM.
More Information: For more Lnformation about the regional permic, contact a
U.S. Army Corps of Engineers office listed in the regional permit.
Steven M. Dougan
Lieucenanc Colonel. EN
Discrict Engineer
Enc I osure
,
REGIONAL PERI{IT NO, CO-OTT-0159 FOR STREAU
HABrrAr "'*3;iilET"';;l3llff' I{rrHrN rHE
EFFECTM DATE: Sepcenrber 8, 1989
EXPIRATION DATE: September I, L994
TO IIIIOM IT MAY CONCERN:
Incerested parcies are hereby notified Ehat, in accordance with 33 CFR
325.2(e) (2), published in the Federal Regiscer on November 13, 1985, the
following work is hereby authorized by regional perrnit ?ursuant to Section 404
of the Clean Water Act. This permlt was previously auchorized on llay 23,
1984, and has been modified and excended for another five years. The purpose
of this regional permit is to expedice auchorization of minor, non-
concroversial , recurring work. llork which does not conply with the provisions
of this document will require an individual pernit. Any work or structure
r+hich wiIl be envirorulentally controversial or have unacceptable impacts on
che public interest is not authorized.
Pernit and Location of Work: Any Federal , state, or local agency, rnember of
the general public, or their authorized agents having managemenc
responsibility within the State of Colorado are authorized to use che general
permic. The pernit is applicable co all waters of the United States within
Ehe State of Colorado.
I Scope of llork: l,lork authorized by this regional permit is limited to che
installation of stream habicat improvement structures, and a maxirnum of
50 cubic yards of fill material can be placed below the ordinary high
watermark of the water body for each scructure. All plans must be coordinated
with and approved by the Colorado Division of Wildlife.
AuEhorized Materials: Wood, logs, boulders, rocks, gravel, brush, trees,
gabion baskets, sheet piling, fencing naterial , and other suitable naterial
used to construct stream habitat structures may be used. A11 materials used
must conforn to guidelines promulgated pursuant to Section 404(b), Public Law
92-500.
Types of SLruccures: Suggested struetures, conmonly used to inprove strean
habicac, include:
a. BouLder Retards (see Drawing, Sheet 2): Boulders or large rocks may
be placed in streams co improve stream habitat. Placing boulders in the
stream will slow the currenc and dig out snall pockets, or pools, which are
used as resting and feeding areas for fish.
b. Log and Rock Drops or Dans (see Drawing, Sheet 2): Low-1eve1 dams
may be constructed ouE of logs or rocks. They create small impoundments
upstream, and sma1l pools are scoured out doarnstream by i{ater flowing over the
darn .
Duration of Construction Auchorization: Each individual project authorized
under this regional pernit must be started withln l-2 rnonths of the date of the
Corps' notice thac you can proceed wlth the work and must be completed within
24 months of chat date. Ihe Corps rnay excend the duration of construction
authorization under appropriate clrcumstances, if requested in wrlting by the
permittee. In such cases, additional construction inpacts must be kept
niniural .
Notification Procedures: Anyonepernit must provide the following
to beginning work:
proposlng to perforn work authorized by this
informacion to the Corps of Engineers prior
a. Nane, address, and telephone number of the party responsible for the
work and the own€r of the affected land, if different than Ehe applicant.
b. A courplete description of the work, including the conposition,
source, and volume in cubic yards of all material to be discharged.
c. Project location, including name of the waterbody, nearest town,
county, and section, toarrrship, and range.
d. A lecEer fron the Colorado Dlvislon of Wildlife stating that Ehey
have reviewed and approved the project.
e. A gritcen scatement that the Stace Historic Preservation Officer has
been contacced and that the prolect will conply rrich provisions of the
National Historic Preservation Act of 1965, State Antiquities Act of 1973, and
SEate Register of Historic Places Act of 1975.
f. A written statement that you have read, understand, and agree to
abide by the terms and conditions of this perrni.t.
E. A set of drawings/sketches showing:
(1) The project location on a vicinity map with distances to
roads, $/acer cowers, and railroads or other landnarks.
(2) Plan or top views of all work subJects to Corps of Englneersjurisdiccion, and;
(3) Cross-sectional or side views of all work.
A11 drawings should be on paper which
with all percinent dimensions such as
work. A bar scale should be included
is 8-1/2 inches by 11 inches in size,
length, widch, and depth of all fill
on each drawing.
h. An evaluation oflanv wetlands to be affected by the vork.
c. Digger Logs ( see
nornal s treamflovt beneath
Drawing, Sheet 2): Digger logs divert sone of the
the 1og, which will scour out a snall poo1.
d. Fa11en Trees (see Drawing, Sheet 2): Trees or brush nay be placed
in the stream and must be properly anchored to Prevent washing away during
high flows.
e. Trash Catcher (see Drawing, Sheet 3): Trash catchers may be
constructed using steel fenceposts, heawy-duty hogwire or chickenwire, rocks,
and brush. A small impoundurent will forn upstream, and a small pool will be
scoured out below the structure.
f. Deflectors (see Drawing, Sheet 4): Deflectors may be constructed
out of logs, sheet piling, rock, and gravel. Defleccors speed up the current
and scour ouc small- pools. Increased currenc nay clean silt and sand ouc of
gravel, improving trout spawning habitat.
g. Artificial Covert Artificial cover or ove rhangs may be constructed
out of 1ogs, wood, or rocks. Vegetational succession on top of a sodded
p1-atforn will restore a natural appearance. Such a development provides
hiding cover for fish.
h. Barriers: Barriers may be consEructed ouc of wood or gabion
baskets. Barriers may be needed to isolate pure strains of fish, such as the
greenback cutthroat trout, Salmo clarki stonles.
i. Spawning Beds: Gravel may be placed in streams to imProve trout
spawning habitat.
j. ocher Scructures: Other structures designed to improve stream
habicat may be conscructed under this regional permit, provided prior approval
is granted by the Discrict Engineer.
Colorado Water Law: There are legal constralnts in the Colorado Water Law on
structures placed in a stream channel if they would in any rtay incerfere with
the exercise of a valid r{ater right. If the owner of a water right finds that
such an obstruction alters the channel in any way which is detrimental to that
righc, it is incumbent upon the State Engineer to order the removal of thac
obstrucEion. If such a struccure stores water and is within tshe
jurisdictional conditions of a dam and reservoir, then the plans and
specifications of such a structure musc be approved by the State Engineer. If
a structure causes water losses through evaporation or other means, inj ury can
be claimed by other water users; and if it is deEernined that such a complaint
is va1id, che construction agency would be required co renove the structure.
Duration of Regional Permit: This regional permit will cover activities begun
within five years and completed within six years after the date of issuance,
unless it is revoked in the incerim. Revoking the regional permit will not
affect the work chat had been authorized when che pernit was in effect.
6. This pernlt does noE authorlze nork in a componenc of the National Wild
and Scenic River System; nor in a riwer offlcially deslgnated by Congress as a
,'study river" for possible inclusion in the systen, while the rlver is in an
official s tudy status.
7. AII disturbed areas above the ordinary high watermark \till be reseeded to
Prevent erosion.
8. Whenever possible, operations will be conducted during low flow Periods.
g. Habitat lmprovements will not block systems used for navigation, including
rafting and canoeing, or create a hazard to navigatlon in such streams.
10. The permittee sha11 take measures co protect wetlands from damage.
ll. Discharges into fish spawning areas during spawning seasons should be
avoided.
L2. Discharges into breeding and nesting areas for nigratory waterfowl wilb
be avoided.
13. A1l ternporary fills will be removed in their entirety.
General Conditions:
l. Any activity authorized under Ehis permit wlll not jeopardize a threatened
or endangered species as identified under the Endangered Species Act or
destroy or adversely modlfy the critical habitat of such species. When
appropriate, the Corps of Engineers will consult arith the U.S. Fish and
Wildlife Service on specific requests to perform nork under chis perurit when a
project may affect a threatened or endangered specles.
2. You should maintain the activity authorized by this Perxnit in good
condition and ln conformance with the terms and conditions of this pernit'
You nay rnake a good faith transfer of the permic authorization to a third
party. Should you desire to abandon the proJect without a good faith
transfer, you must ensure that che acclvicy wlll noc cause damage to other
parties
3. If the activity may adversely affect historic Properties whlch the
National Park Servlce has listed on, or determined eligible for listing, on,
the National Regiscer of Historic Places, you will notify the Corps of
Engineers. If the Corps deternines that such historic properties may be
adversely affectsed, the Advisory Council on Historic Preservation will be
provided an opportunity to conment on the effects on such historic proPerEies
or the Corps will consider nodlfication, suspension, or revocation in
accordance $tith 33 cFR 325.7. If you, before or during prosecution of che
authorized work, encounter a hlstoric ProPerty EhaE has not been listed or
determined eligible for listing on the National Register, but which rnay be
eligible for listing ln the Register, you shall irnnediately notify the Corps
of Engineers.
The written notification for activities under this pennit must be senc !o the
appropriate Corps of Engineers District Office. Refer to the enclosed map
showing the Discrict boundaries of the three offices operating in Colorado.
These three offices are the Albuquerque District, Omaha District, and
Sacramento District. Please send your nocification to the appropriate address
given below:
U.S. Arny, Corps of Engineers, Albuquerque District
Southern Colorado Resident Office
Post Office Box 294
Pueblo, Colorado 8LOO2-0294
Telephone (719) 543-9459
U.S. Army, Corps of Engineers, Omaha Dlstrict
Platte River Resident Office
9307 Colorado State Highway #121
Littleton, Colorado 80123-5901
Telephone (303) 979-4L2O
U.S. Army, Corps of Engineers, Sacramento Districc
Grand Junction Regulatory Office
764 Hov Lzor:. Drive, Room 211
Grand Junction, Colorado 81505 - 8719
Telephone (303) 243-1199, 243-L262, or 243-1453
The Corps of Engineers will review your request and Lnform you in writing that
the work may proceed unde r the auchorizacion given in this permic. An
appllcant must not start sork untl-l notlfted by the Corps of Engineers. lf
the work is not covered by this permit, you musc apply for an individual -
Departnenc of the Arny permit.
Conditions of the Regional Permic: A1l rrork authorized under this regional
permit is subject to the following condiuions.
Special Conditions:
1. The work will noc be located in the proximity of a public water supply
intake without wricten approval of the entity operacing che intake.
2. The work will not be located where it will cause siltation, degradation,
or otherwise adversely affect a privately or-publicly-owned irrigacion water
diversion structure, headgate, or other sinilar structure.
3. 0n1y c1ean, nonpolluting naterial will be used for construction.
4. Work will be conducted in a manner thac ari1l mininize turbidity of the
water in the work area.
5. The discharge of oil, gasoline, or other fuels or naterial capable of
causing pollucion arising from the lrork is prohibited.
coRPS OF ENGTNEERS D|STR|CT i9UNDARTES
4J/'--"{---.\
OMAHA OI8'BIC?
\,,ttL
r:j
nru
j) \-
ft
{t
.-^,-l
ALBUOUEROUE OtSTBICT
(=.Foedtietb\CiA--
SACRAMENTO
DISTRICT
I
-,
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9n
c,,h
J
1,,'
altrl
|lr3tal
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U.S. A4ny, Corps of Englneers, Albuquerque Dlstrlct
Southern Golorado ProJect Offlce
Post Offlce Box 294
Pueblo, Colorado 8L002'0294
Telephone (7L9) 541-9459
U.S. Arny, Corps of Englneers, Ouaha Distrlct
Llttleton Regulatory Offlce
9300 Colorado Sta'le HtghwaY #75
Llttleton, Colorado 80125
Telephone (303) 979-4121
U.S, Arnlt, Gorps of Englneers, Sacramento Distrlct
Grand Junctlon Regulatory Offlce
764 Horlzon Drlve, Room 211
Grand Junction, Colorado 81506'8719
Telephone (303) 243-fL99, 243'1262, ot 243'7453
Regional Pertrit for Stream Habitat
Inprorrenent Structures in llatera of
the United St€tes within the Stateof Colorado
Pernit No. Co-0YT-01698
Sheet 1 of 4 May 11, 1989
4. You must allow representacives from the Corps of Engineers co inspect the
authorized activity at any time deemed necessary to ensure thats it is being or
has been accomplished in accordance witsh the terns and conditions of your
perrnit.
5. This permit does not obviate the need to obtain ocher Federal , state, or
local authorlzation requlred by law, does not Srant any Property righcs or
exclusive privileges, does not authorize eny inj ury to the ProPerty or rights
of others, and does not auchorize interference with any existing or proposed
Federal proj ect.
6. In issuing this pernit, the Federal Government does not assume any
liability for: daurages to the permiEted project or uses thereof as a result of
other permitted or unperrnitted activities or from natural causes; damage s co
the permitted project or uses thereof as a result of current of future
activities undertaken by or on behalf of the United States in the public
interest; damages to persons, propercy, or to other permitted or unpermitted
activities or structures caused by the activity authorized by this permit;
design or construction deficiencies associated with che Pernitted work; or
damage claims assocLated with any future nodifications, suspension, or
revocation of this pernit.
l. This office may reevaluace its decision on this permit ac any time the
circuustances rtarrant. Circumstances that could require a reevaluation
include, but are not limiced Eo, the following: you fail to comply with the
terms and conditions of this permit; the inforuration provided by you in
suppor! of your perdit application proves to have been false, inconplece, or
inaccurate; or significant new information surfaces which this office did not
consider in reaching the original public interest decision.
Such a reevaluation may result in a determination chaE it is approPriate to
use the suspenslon, modification, and revocation procedures contained in
33 CFR 325.7 , or the enforcenent procedures such as those contsained in 33 CFR
326.4 ar.d 326.5. The referenced enforcement procedures provide for the
issuance of an administrative order requiring you to conPly with the terms and
conditions of your perrnit and for the lnltiatlon of legal action, where
appropriace. You will be required to pay for any corrective neasures ordered
by chis office, and if you fail to conply with such directive, this office may
in certain situations (such as those specified in 33 CFR 209,I7O) accornplish
che corrective neasures by contract or othenrise, and bill you for the cost.
Statement of Findings: The evaluation of activicies to be auf,horized under
this regional permit included applicaEion of guidelines pronulgaced by the
adminiscrator, Environmental Protection Agency, under authority of Section
404(b) of the Clean tlater Act. The guidelines review and Environmental
Assessment nay be seen at the office of the Albuquerque District, U.S. Army
Corps of Engineers, 517 Gold Avenue SW, Albuquerque, NM, 87103-1580.
Steven M, Dougan
Lieutenant Colonel , EN
District Engineer
;
TRASH CATCHER
';g;7ffi'
vt
HIOI{ER O}I EACH EIIO TO
PREVE|.T BAilK EROEX'I{
STEEL FO8?8 2' APAfiT
HoownE
VERTICAL CROSS SECTION
z- FLOW
__-_-_=-_-_ =-_-_-=-_--_---- =-:-a
-#
t ; .: ;.r-\ :':. j..-'.a. :..- i .' -' .'. .. 1:.:11"
J tlEEL P('87
VERTICAL LONGITT'DINAL SECTION
;rll'Y€BrErLscf lrocwnEl
L2d ||(tmoilT L
Regional Pernit for Stream l{abitat
Inprwement Structures in Waters of
the United States wi.thin the State
of CoLorado
Pernit No. Co-oYT-o1698
Sheet 3 of 4 May 11, 1989
\J- f
orooEn LOO
DETAIL OF DIOOER LOO
TYPICAL STRUCTURES
O TREE
AKE
AilCltoFED LOO
DEBLEF DAU
DETAIL OF DEBLEA DAM
BOULDEF BE?ABOS
.--
-,#
BOULOEB FETARDO
ir-t
-
ff;
Regional Pernit for Stream Habitat
Inprovement Structures in i{aters of
the United States within the Stateof Colorado
Pernit No. CO-oYT-01698
Sheet 2 of 4 May 11, 1989
EARTH
LOG CRIB
FILLED
DEFLECTOR SHEET PILE DEFLECTOR
I
Regional Peruit for Stream tlabitat
Implorrenent Structures in lfaters of
the United States uithin the Stateof Colorado
Pernit No. C0*0yT-01698
Sheet 4 of 4 May 11, 1989
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From The It,.1t.: copy or.peRM,T TO BE KEPare ,-s-tL .THE
,
_ ___.-_ It,,rt,vv
-I -r. II z. 2
June 5' 1987
Ron PhilliPs' loun rnanager
Town of Vail
Vail, C0 81657
Re: Building permi't - Rooftop parking
Vail Wastewater Plant
Dear Ron:
ABEH,RM fr>" ll I ttullzzas4 ff= I ,,...
q. F.F.A.VATUAIION
199!r'oTAiTffi
:COMMOOAT,ON
UNITS --
I. FIREPLACES
PLUM
MECH.
SUILD'NG
PIAN CH€C
ELECTRICA
PTUMEING
MECHAIIICAI
RECSEATION
otstclv REVI
CtEAN.UP OE
USE TAX
TOTAL PER|V
In working with the
standar d
a road
Thanks for Your. consideration'.7
building department we discovered
procedure was to charge a clean-uP
use tax, which in our case amounts
Since we are both gover nental entiLies and share the
""r"-..""iituency I would like to request that the
;i;;t-t; deposit and use tax be waived' This would
helo te'oolitically with my board and reenforce our
po"iti.re-working relationshiP'
I
il*tr'';*ii;#iigfffiil
WAr
t///.J
X
Dave Mott
:tTf;lmF
FINAL INSPECTION'S COMPLETED
The belo{ items need to be complete before
giving a permit a final C of 0.
Please check off in the box provided.
FINAL PLUMBING
DATE:
FINAL MECHANICAL
DATE:
FINAL ELECTRICAL
DATE:
i-- - - ,-_,,..
T FINAL BUILDING TEMPORARY C of 0
CERTI FICATE OF OCCUPANCY
o
l
-
\1 KKBNA
Incort oratadCorr|rt ng Engracarr
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77).i,
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A Subsadary
lrrne lr1/'
Subiecl
/a o7.yo
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2oF
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D;. t/ t/gs,/ /?er lrFo,ect/;-n, i
s?** / 2/tEs
(
Stanley Strucltls
*,,.'- ,r,-'^ T- -ry'rr- y'h,/ (o/ , ,/.//. oate /- Ja-z/ ,o6po. /oFZ
of The Stanley Wo.ks
lsfE ltirR
checked By
-
Date ,./ ,/Jshe€i
-
olFf- 't 't'z --l----,+-(,{-4,frc
?t tr
- ?oo,/,
t -"''l/r o F &N/EN/
rrt 1 11 leQAj-L ]. , rvv\..
K.K.B.N-A
.r Stanley Structrfrs ,auD/ /2 ,turt9
By ox" t- J4-7f ,oo*o. .J of8
Srreet / ot ?
771! 3ubediary ol The Stanley Works
( ,",,::
Iilte
Checked 8y
L"Jrt : 8/.6=.53(///'
:>la_/. L. :t/ ?sr' - o. //
/, l. = 7o Ps,: = o. ?o
/' ot' 1tA'4-
t///:
7r/'
/|.t
i
\
\
7.5B HkEFG 3€l'"S#
TFLFINEE= 3- Oftn,-.TTtrP6-. +-OE -f..
-- TFtB=r 4(}J0tli..'r.t.- BSl.lR=" le;$&:.*.
., Stanfey Structrts 'uDrro " H;!"'o*ja"t 7s'o
, Subsrdrary ol The Stanley Works
'Iirl
Subtecl /O 2/ 40 I'a/ .
7i)
t - An - flrooNo r?o ?ef
sneet .J or 3'(
.IP..':'e" "'. EOT.
t904;
357=.
959t.
P575r
tSfJ+"
FP T. FLE'DL FF.+&TtrP BTlr
0.$,D.
?.,tfaoa-',,,rr-''t9k,:-.+', tfl.ft
ry:g-.*"-._1t00 -.i. 4*l^. t3t6a79'-' j'- 119f - . 15P;' t04e.
iliotra" :f.1154"..':': .:t*;&&B:.' .,.968.
- gr,;,'3ry,'
3*Ffl.!i'. 6i{x*.,.:",..
-€f*;...i
, Stanley Structtts P D77a / at zdaly2lu 75. a'iilStanley Works
,11/t A al, ,, /,,t/ oare /-,1? - 7/ ,oo*o. Ja E{
Sneet r- 7 91 ,'2 '
Stanley Structles 5?/nr 70' ?Jd,.,")7i)i A Subsrdiarv of The Stanley works
'-b llfle Gl,,s^L /- sc-7? ,ouro. SaiiJ
(
""oiect /f t D7 a A l'tl' checked By
/o,J'ul,'
Dl,n -. s.:t ,(7-'/t?.t. . // t7'' --.6.
/./..7otzst zq,
/,..\c. h-/ . /c/r/(/1.1F
r/ ,(("
7a t(l'
0tr.
[4.
0&-
, Stanley Structrfrs o"t€fi1r1 7a(6,;/
o,,"lr//tE rr'lEe6E,-*o/"rt-,tiLo,/ r, 4'r' o^re /-Eo-74 66^o 'la?v
suor,ct j/d D 4O ./'/' t'
checked By-Date-sneet .,f ot t'
A Subsidiarv ot The Stanlev Works 771
Stanley StructUts gVTt// ZO'J 7i,1
A Subsdiary ot The Slanley Works
s^r" /-,96 -7/.toouo. i4 2?
sneet 6 ot
' ....
/ 1rL///,1:t t/t/EF ,/Eo o''c'' 2&' ua"('(ct ,,
\ ,"o,*, /t D 7/o checked By
Stanley Structt*s s7tlL 6a t
77)'tI A Subsrdrary ol fhe Stanley Works
(Job No
,{
4,J,"t
/(// ''
t,di'
\u" jiL.;ul/EF F..ri'.-*iiti' ,z/r/,6/ By
suolect /x D 7P(3 ) ' a,t checked By
6.D./
!t2. t . -'
/. /. .
' .s3 d tQ'/4Brt. o!/
TaBrt:o. ?A
-75' - -
street 7 ot7ot
hSS'., - F|lEEsrgt; O$**:i:j-:i= ?;00F.i TTtlPtffi'O;.Bt'' -:r
;.fr"397F:';' . .ST*'ffS*;a ^4LEs *&. Sfi.r'. .; BSHR* lE- OS+ :r
{g:T; HR., .t::*n;7p5;- 41gl{Eir --,.:
'E= F-S;.:..".:'. TPFaF(:E=" g. S
. $tanley Structtts ,,-''"'' = lo +
' Asubsidiaryotrn"st"nr"vi]..;
- --- - - ( 6fr1
,,r,ilr7,rr"f,? Lfzz,,f , /o,/. at
",
suotect ,/O i)7/A checked By
77)
o^r" ) - 3a- 7/ ,or*o. .3ofE
sneet f a ?'
, Sianley Structuts ge4rl /u'o"O
G"/,@ i7lA Subediary ol The Stanley Works
s,oi*, t?24fl checked BY
,, y'l/' o^t' /-,?a - 7? uono --39-E?--
sneet I 61
,,. t /r/.7r./rl t? 7Ao7/r r'f
771
75 ;,
/'aq'zl ,oow. dn 7t
sheer+ts-of
0F S'/" c/,1f,/e ner(
atbrr/ afDtrR ./,4' //' + D, /' = //4 /?sF
**(o, ,xe -rdpt
/._J__-____A/ / /,tJ !,/
-/ u'
l
-1drflo,tea
rl/arYle,tt'-+(/+4/,0'=
?,on DED y'/r.*,-,
---\..--^..,.---
i,'/Lp,,n . 7$d-%)
a = /,/r
o.r'/t
6xdo6=
'75xSt7Sxlo)
(,ili)p,",.?^(/5o(r '+) = W /-tN (rT
Stanley Structuls
Ctlcu/ / fatr
{Ec/tart/s oil /O/ o'
/{e42U-'
70fu D. /. 8,o- + D./' ( r/rr4 , / ./ ( zo rep) = ?6 Ps r
D./. Eeail - rS 7s;
D-/ .///2tf = // Ef
7altt ) 7 .Al PsF
86Fsf t /,q = 35.'/ 7'r
1 ./, - lo F, F x /,7 = //v /='t'
Lrs€ il7 Zr-cl r/c-r,r' /Jr 6 -vlaftu
/E^*r,of ,/t *rt'-- g i't
=A,A?a/
;''l4
t,/un 1'?S Y/A = 3qd. A7'7v
^ ''tl ^
.-d= v,Js
r,:-1,m,
?----=lr'
/(-ttt
A Subsidiary ot The Stanl€Y Works
,. ,,," l,//ri ,lrt/rte 6tl7tr/ y'rt'/ el' t,
\
"uqn /o Df 4n l,t/ . checked By
1oollo
jtq*rl./) ., , zY___;:--2 / (i,3d) .
U6€ LbTeRsaf brl //,st
,t/.s.
771
o^r" /'3 4-7/ ,,,or.to. c?n g 7 -
sheet l/ ot
6o /oyn?af /Jrl - ala/a/t D,rr/tr'bsl - a,dtr)(a=o
r!,12
a./4 ' te-r^rJ //
6otH -- o'/vaa
'As/s x 7sd /S
| /%1,, " / /ii rJ- r,t
/,. ,.?o x /&16a (r - o1# ) = sE7 t/-t',,/ > ,r+ = 3?6 l-t)r'
/ o./(.
ur€ 8 /tyrxs -sE D;cr,/*,4 - /Jyt- di/ill
/rzt/ /'oi?
- -, ,,1 ^/d///&a. = 75x
/=4L=,rro
I
==l22'
ey hrft'lnJ s^L 6 - tr- 96 JobNo. ZO I I
Sheet , Ot _..-:-
:
Stanley Structuls
A Subsidiary ol The Stanley Works
,r,onrc VO,u C.eE,Prge BcO<
{ ;bject Checked 8y
-
Date
Cr+rz ?a*tila a/u Qeac-
R,=mou€ RaoFtttat
L n P?L 7 3 " a,e 4,*tFai ttv- fr2ra'vrn",I
t-ro. -- E (,t4 /o' =,s>rFy't
9ruant La+-Z
h/Lc -- Bo p"l x/a -- , g oo q
C+e Le+a
? = o.aa (toQc)-,') = 48,6 > 4o
R-- z3,t (, *'ai#t) = +1,+ > +o
LL = 3-a (, -,0") -- za vrl x /o --,3aa
t ./ - /^ /1 /DT S Ar<e ole sTeE€tFe al/ Ets prl Li"e Lar+e , 9=e ?* z-)/ I '/
^+'- A - ./ f ')/ S t4ze. A/< otrt 9/ psf Ltu,t La.+a 9,=e p5 6 _ B) 'r'
z
TOOO N Broadway, Bldg.3
P.O. Box 21070
Denver. Colorado 80221 -OO7 O
(303) 427-551r
STNAflD
L0c.
A Subsidiary ol
The Stanley Works
J@i' I.{EMBEN DESCNIPrIOf,:
n00F usED As PA8rrlli stSFlcE.
DESIGI{ DATA
LC= .00 SPAII: 75.50 RC: .00 Bl{. LEIIGTB= 75.50
BB0T= 4.50 BTOP= 7.50 HLEG= 38.00 LSi& 2
BFLANCE=120.00 TFLAflGE: 2.00 TTORI= 3.00
A: 696 58: 3Cl8AC= 1085 $C: 4988
BFLB€ 9.00 TFIB= 43.00
HNG 40.00 BC= 43.00
PAGE: 1
ST= 8200 IB= 26.93 I= 1 ff141
STC= 20455 IBC: 32.16 IG 160400
BSEi= 12.00 BFtT=120.00 TFLT= .5.00'
X IISTR BCC.
( Ft) ( rN) ( $t)
.00 12.00 14.9330.00 3.71 23.2245.50 3.71 23.2275,50 12.00 14.93
'..<J'
BM.=LT.I|T. TlG.:ST0tl8 SIONE ltT: 1116 8l'LLnit HT= 118 TRi.LITT liT= 113
CU:2.04 EDSB= 0E-5 ESEU: 1000r .8011 .00: 8028-6 tlOUSl8F.:1.50
p/C Ft CX=4.00 plc Et C=6.00 TRt.FrG3.00 pLAilT =D8ily. REL.HUHID: 69,
NOTE: IIFIINO L00P LOCATI0N= 3.33 FT. FROM EllD
8W=6 0. 0 ST8. TIPE: Sf,RESS REL. AREA EA. STBAIID: . I 53 1PHI: .90 LL LOAD FACTOB= 1.? DL LOA.D FACTOR= 1.ll
* STR. LEI .= f EFF.HTLL= .700 NUll 0F STRAflD = 11t.00 APS- 2.1434
DESCNIgTIOII
1 END 0F BEAlt---2 B0LDDil: 5.50 T0 lOP 0F TOP STRAIID------
3 HOILDDN: 5.50 T0 TOP 0F TOP ST8AND------4 ElrD 0F BEAl,l----
STSAfiDLEVEL : I 2 3 4 5 6 T I 9 10
LEFI END PATTEBII: 2.00 2.00 4.00 4.00 4.00 4.00 2.00
SICHT EllD PATT. : 2.00 2.00 4.00 4.00 4.00 4.00 2.00I OE 1/2 IIt. STn. | 2.00 2.00 2.00 2.00 2.00 2.00 2.00
urrPoRM roaDs (K/FT) ,-.
t{Oril-cOHP.:
COMP. :
DI8= .57 O AT RELEASE( gtCf . 08
DLI 0n T0PPIIIG: .3'l,5
DL2: .000 DL3= .000 TOTAL
DIll. = .000 CORE t{ATr I; .000)
LLz .800
3
{PASTIALLI DIIITRIBI'TED TOADS COIICENTNATED LOADS
(I=1 0R 2:DL BEF088 COMP.;I=J
ll0T8: SUST. RATIO 0F ALL
sTnND STnESSES (8ASED 0!r
z(D
FT
.00
.00
COHP.;I:5 0R 6:tL AfTEn COMP.)
LfVE L0ADS= 20.0 |
AllD FrC: 6.000 KSI)
uNIFonu aflD coIC.
FrCI= 4.000 KSI
REt.EAIIE
KSI
167.2
167.4
166.6
't66.7
167. 1
166,',|
r55.5
167 .4
167.2
r r{P(r) xl(r)KlW FT
5 .30 .005 .30 56.50
P(I)
KIPS
.00
.00
08 4:DL AFIER
x2( r)
.Fl
19.00
75.50
T
( FT)
2.08
3.33
3 0.00
30.81
37,75
44.63
45.50
72.1'.|
73.42
TEIISIOflI$O
KSI
1 89.0
189.0
I 89.0
189.0
I 89.0
r89.0
1 89.0
189.0
1 89.0
FIITALI
KSI
138.8
139.9
156.3
1 56.4
1fl.7
1 56.4
156.3
139. 9
13 8.8
P/S toss
KSI
50.2
49.1
32.7
32.6
31.3
32.6
32.7
49.1
50.2
I FINAL STN$ID STNESSES IIICLUDE ELA.STIC RS}AIil
INITIAI. STNESSES
A)Dt BEAII + C088
x
FA
2.08
3 0.00
37.75
45.50
73.42
REIp ptgl-
-163 19r3-498 2598
-500 2605
-rt98 2598
-153 1913
4000 Psr
I,OTERI/IL ( IF AllI), NO gtCTIOll On DINAI$C EFFECTIP IP + BH AUX.STEELTOP BOI. lOP BOT. ANBA/LOCAIIOI
(acr 18.4.18)
-99 1781 .0071 1423 .0095 1379 .00
7 1 1423 .00-99 1781 .00
B)DL 88AH + COiE ltAlSnIAJ. (IF AllI) + SICTI0I{ 0n DIIA}IIC Erf8gr
BASED ONl ACTUAL STiIPPM L00P LOCATION= 3.33 FT
TEI{PORARI SEIUInBD SELAAS&FC0SLP/0.65= 4000 PSI
TEUPO8AXI l{AX. TOP IENSION Al X= 3.33 FT : -181PSI
I +
{FDIAL STAESSSS
ULTII{ATE IOHETIT(r-il)
+ AI.L DLTOP BOT
00158 103r3q4 704449 528479 481514 4Zl479 481449 528344 704158 103100
STRAITJ.
COMPAT.
0
16741
17 8Zl
1 8913
199t0
19glo
19EtO
I 8913
17 8Zl
15?41
0
x
.00
7.55
15.1 0
22.55
3 0.20
3T .75
45.30
52.85
6 0.40
67.95
75. 50
FP
TOP
0
1l
94
120
104
123
104
120
94
17
0
0
1321
1?20
12c6
1?50
1233
1260
12C6'
1220
1321
0
TPO
0
0
0
0
0
0
0
0
0
0
0
+BM
BOT
FP + AtL DL+LLTFi IOP BOT
000210 298 454365 588 -298t#T 761 -7545Zt 832 -96 O - ...-547 _980 -1075 --5Zt t{2 -=g5ott6T 761 -754365 588 -298210 298 454000
REQ'D 1,zrt{C3tdl (AcI 18.8.3)
PRWIDED I{'
DSV. L8flOTE IF O[ER.LIMITS SEII{FOACED(ACr 12.10) (Acr 18.8.1)
0
x
.00
7.55
15.10
22.65
30.20
37.75
45.30
52.85
50.40
67.95
75.50
0
8964
15.f43
203T I
23132
24049
23132
20378
1fl43
8954
0
15210
ils
NS
!ts
tfs
NS
)
(SHEAR SEITTFOSCITIG NglUIIED NEII{FORCINO
XDFl. rll.
uLT. VV/
SEEAN PEIIBID VCI
KIPS PSI PSI
790
531
275
188
141
112
112
1',t 2
112
112
112
112
141
r88
z'.l'5
531
790
vclf
PSI
308
329
346
361
37?
381
3sl
390
375
378
380
378
3'-t5
390
387
381
372
361
3q6
329
308
F08
AVCI
rN-2/t"f
.000
.000
.0 00
.061
.081
.06 |
.000
.000
.000
.000
.000
.000
.0 00
.000
.000
.06r
.0 81
. 061
.000
.000
.000
.000
.000
.0 00
.000
.000
.000
.0 00
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.0 00
.000
.000
.o7lr
.gl 1l
.071r
. uflr
.07 0r
.059r
.05 8r
.06?r
.000
.000
.000
.000
.000
.067.
.06 gr
.06 gr
.07 0r
.9f 1.
.07 1r
.07 1r
.07 1r
FOR FORavglf Avllu{
III.2/FI IN.z,/FT
1.79 34.40 105,2',t 3003.T7 34.40 98.94 282
7.55 34.10 86.88 248
r 1 .32 34. 40 ',ll. 82 213
15.10 35.17 62.T'.t 175
18.88 36.21 50.71 137
22.65 37.26 40.52 lsl
26.43 38.30 30.39 T8
30.20 39.29 20.26 51
33.98 39.29 10.13 25
37 .75 39.29 .00 0
41.52 39.29 -10.13 25rr5.30 39.29 -20.26 51
49.08 38.30 -30.39 78
52.85 37.26 -40.52 1Al
56.63 35.21 -50.71 13'.1
60.40 35.17 42.7T 175
64.17 34.40 -74.82 213
67.95 34.40 -86.88 248
71.72 34.40 -98.94 282
73.71 34.40 -105.2? 300
TUINII{'H BASED OII ACI EQ. 11-15
12
12
12
12
DEFLECTIOIIS (BAS8D 0I trdt= 4.000 KSI A$D Frc= 6.000 KSI)( ECI = 2408 KsI 8C = 2949 KsI)
MIDSPAII
POSITIOI{
(IN)
RELEA.SB : FS( -3.06)+BM DL( 1.62) -1.45
CNEEP BEFONE ENECTIOII -.95
ERECTIOIf : PSIBI{ DL -2.40(c 4 rEeR^q)
CIIANGE [t'E TO DLl ON TOPPilIO .85
: PS"rSll Dt+tl0t{-C0MP. DL -1.54
CHAIIGE mE l0 DL2+DL3+81& LL .27! P9IALL D[+S|ST.LL -1 .Zl
LOI{G TERI.I CREEP .49FIllAl : PSIAIL Dt+StST. LL -.78: PS+ALL DL+LL 1.'l 9
N0T8: BEAH BAII CRACKED Ul{DEn PoSITIyE l{ot{EllT, DEFLBCTIoIIS
ARE BASED OlI A BII.I}IEAN IOMENT-DETLECTIOIT RELATIOI{SEIP(acr 18.4.2C)
o
IIITIAL PRESTSESS: 405 KIPS FIx& PnBsTnBss 338 KIPS
REQUIRED RELEAIIE St88ll0TH= 3500 PSI REIUIRED FMAL STREII0TE= 5000 PSI
ASStrill8D SELEASE STRE!|0TE= 4000 PSI ASSIPIIED FII|AL STBEI$!8= 6000 PSI
AT HA8P PT.= 30.00 FT.' TOP STRII{D= 32.50 (IJI) F8OMB0TT0!{ 0F DECK
AT X: 30.00 FT. E0[.DDqrfl FORCE/LEG= 4.7 KIPS
AT EA8P Pl.= 45.50 FT.' TOP SfRAND:32.50 (il) FROMBOTTOH 0F DBCK
AT x: 45.50 FT. BOLDDO,il F0nC8/l8G: 4.? KIPS
BEA"I{ IS LIIIHITEIIIHT COIICRETE
ESTIH.SEONTENIIIC BEIT8EII S'PPORTS AT EN8Cf,IOil TIME3
AT C. G. COfiIV. EFFECI TOTALTOP .59 -.30 .28 <<<LE!IGTH CORR.NOT TO EXCEED THIS VALUEc.G .59 .00 .59Bor .5 g .52 1 .21
6
{\
I 2
{80nlz. tflcsoB nEI$FoncBllEt|T & BEAnIM] Sf88SS 0t| B8AnIfi] pAD
rEl.3Bn TIPEs DoITBLE-TEE (igQrD STEEL BELCn F08 1-LE(l OILI)
COTFIilEI{EIIT TOR P/S ASS'!{ED.NO
B80T= 4.5 (il) BTOP: 7.5 (IN) E= 38.0 (il)
NII= .20rHt LAMDA:.85 ATPHA:10.0 (Dm) Ft= 60.0 (KSI)
tlIDlIt 0F BEAAITG EIRFACE = 4.5 (IN)PAD IEICKI|ESS : .250 (IN)
LEEA REACTI0I|; PU= 55.5 (r) Pif: 35.8 (K)MINII{'U HORIZ. COIIC. BRG. BRG. PAD SUGC.Bfii. LENCTII AS R4I9 STREIICII PRESg'RE PAD TIPE(IN) (IN-z) (KSI) (KSI)
3.0 .68 NS.r 2.651 rrf
3.5 .63 3.SZ3r 2.273 .rr
4.0 .57 3.08. r.988 35.0 .55 2,t166 1.591 36.0 .55 2.055 1.326 27.0 .55 1.762 1.136 2
nIcHT nEACTI0ll: PU= 55.5 (K) Plf: 35.8 (K)MIIIII,OIT EORIZ. COIIC. B8G. BRO. PAD SUGG.BKi. LENGTS AS SBQID STNEilOII PRESg'RS PAD TIPE
( il) ( rN-z) ( KSr) ( KSr)3.0 .69 NSrr 2.651 rfr
3.5 .63 3.Sz3r 2.213 rrr
4.0 .57 3.0831 1.988 3
5. 0 .55 2. )166 1 .5 gt 36.0 .55 2.055 1.326 27.0 .55 1.762 1.136 2
IIOIE: AS DETAILED BNG. IEICTHS I{'ST BE LONGER THAfl t{UI. USED III CAIC. TO ALLOd
FOR AS.BUILT TOLENA$C8S. SIreCEST MITI. ADDED LEIIGTB BE 1/2IN. PLUS
DIFFENEilCE III SHOETEIII}IG BE11.88t| TOP !ilD BOTTOU OF M8!AER.
I BEARING PRESSIRE EXCESDS 85' OF MAX. AI.Lq{ABLE. SUGGEST A SPECIAL SN'DI.rr I,l0T SAIISFACToSI SIflCE 8m. PnESSTRE EXCEEDS 3.570 KSI (O.85rPHIrF'C)
PAD TIPEST (FOLLCnilE PCI 5.5.8 AND CPA 8EPORT DATED uAr 1985)
2 . NA$DOH ONIE$T8D EIBEN (8OF)
3 - DOCI LAIEN NEIilFOACED..I. S'GGEST IXCREISIIIC EEASIIIC AIEI A^S BNg. PRESS. (ON PAD) EXCEEDS 2OOO PSI.
!
o
7O0O N. Broadway. 8tdq. 3
PO 8ox 21070
Denver Colo.ado 8O22 1.OO7 O
i303) 427-5511
JOB
'NOOF USED AS PARKIIIS
DESIGII DATA
LC: .00
BB0T: 4.50
BFLAIIC& t 20.00
A= 596AC: 1085BFIJ= 9.00flflc: 40.00
A Subsidiary ot
The Stanley lvorks
S'RFAC8.
'4.c
SPAfl={5.56;
BroP=-f-.5d
TFLAIICE= 2.00
SB= 39f8SC: 4988
TFLB: 43.00
HC: 43.00
MElaER DESCRIPTIOIT: PAGE: 1
RC: .oo EM. LENGTE:z d.fiJ'l+.o
HLEG: 38.00 LEIIS: 2 s\-'-
TT0FG= 3.00
ST: 8200 IB= 26.93 I= lgltllSTC: 20455 iBC= 32.16 IC: t6Oloo
BSHR= 12.00 BFLT=!20.00 TFLT: 5.OO
7 EFP.PULL: .700 NUl.L OF STRAilD = i4.00
x
(ru)
.00
3 0.00
45.50
75.50
TPG.=SIOIE Sl0nE flt: 146 BH.LIT! HT= l1g TE!.LITI fT= 113EDSE: 0E-6 ESIto= 1000r .9011.00= B0AE-O VOVgnf.=i.SOP/C FrC=6.00 Trg;€El]b pLAltT:DE[V. RET.HU[irD= 6s,
Loop Locarr0r{= 3.33 rr. rnonH--- lt}';-:: n": "l:'r- idr
STR.TIPE:STRESS 8EL. A8EA EA. STRAflD= .1530LL LOAD FACTOR= 1.? DL LOAD FACTOR: 1.4
APS:2.1440
HSTR ECC.(rN) ($t)
12.00 14.933.71 23.22
3,71 23.2212.00 14.93
7 I 9 10
2.00
2.00
2.00
.000
.510
t'
'''-- r1fr
DSSCNIPTIOTI
El{D 0F BEAM-------
EltD 0F BEAI|------
Bl4:LT. lT.
CU=2.04
P/C FtCI=4.00
N0TE: LIFIIT€
FW=60.0
PHI= .90
$ STR. LEV.:
STNAND
L0c.
HOLDDI{: 5.50
HOLDD!|= 5.50
ST8AilD LSVEL :
LEFT EIID PATTESII:
NIGHT END PATT. :, o? 1/2 lfl. ST8. :
UNIFOSI{ LOADS (K/FI)
t{Otl-COMP.: DLB=
DLlCOMP. i DL2=
sTnAflD------
STRAXD------
2.00 2.002.00 2.002.00 2.00
.+ina.r
ifl.U AT REIEASE( SrCr. 0R D$t. =0R T0PPMG: .375.000 DL3= .000 TOTAL LL:
3456
4.00 4.00 4.00 4.oo4.00 4.00 4.00 4.oo2.00 2.00 2.00 2.00
I
a
3
4
TO TOP OP TOP
TO TOP OF TOP
CORE MATrL: .0OO)
?
{PANTIAILI DISTNIBUTEDLOADS COIICENTNATEDLOADS
r nP(r) xl(r) x2(r)K/YT FT
5 .30 .00 19.005 .30 56.50 ?5.50
(I=1 08 2:DL BEFORE COMP.;I=3 08
P(r) z(r)KIPS FT
.00 .00.00 .00
4:DL AFTER COMP.;I:5 0R 6:LL AFTER COHP.)
NOtE: SUST. flATIO 0F ALL UNIF0nM AND C0NC. LIIIE LOADS= 20.0 t
STfiAND ST8ESSES (BASED Otl F'CI:4.000 KSI AllD 8rC:5.000 KSI)
I
(FT)
2.08
3 .33
30.00
30.8r
37.75
44.63
45 .50
72.17
73.42
TF.!ISIONINC
KSI
I 89.0
189.0
1 89.0
189.0
189.0
189.0
1 89.0
1 89.0
1 89.0
RELEASE
KSI
167.3
16?. rt
166 .6
166.7
167.1
165,7
166.6
15't,4
167.3
FI}IALI
KSI
r38.5
139 .4
152.4
152.6
153.7
152.6
152.4
139.4
r38.5
!/s Loss
KSI
50.5
49 .6
36 .6
36.4
5t.5
36.4
36 .6
49.5
50.5
!. FIT{AL STNAfiD STNESSES IIICI.I'DE ELASfIC REGAIN
IIIITIAI. SIRESSES
A)DL BEAl,l + C08E MATE8IAL'(IF A!lI),XIPFT. TOP BOT.
2.08 -163 191130.00 -498 259637.75 -499 260345.50 -q98 25X73.42 -163 1911
REI'D FICI= 4000 PSI
NO g,CTIOII ON DTIA}IIC EFFECT
IP + BH AUX.STEEL
TOP BOI. AREA./LOCATIOII
(ACr 18.4.18)
-99 1?80 .00
72 1422 .00
95 1377 .00
T2 1422 .00
-99 1? 80 .00
B)DL B8ltl + C08E MATERIAL (IF Ailr) + SICTIOII 0n DII|AI-IIC EFFECT
BASED 0X ACTIIAL ST8IPPUI0 L00P L0CATION= 3.33 Fl
TE!{P0RARI REIOIRED RE|LEA.SE=FC0IIP/0.65= 4000 PsI
TEMPOSART MAI. TOP TEI{SI0N AT x: 3.33 FT : -181PsI
/a
{\FIIIAL STNESSES
x
.00
7.55
15.1 0
22.65
30.20
3'.1.15
45.30
52.85
60.40
6?.95
'15.50
FP
TOP
0
19
98
128
115
136
115
r28
98
19
0
0
13 06
1 189
TPG
0
0
0
0
0
0
0
0
0
0
0
B0l
0
1016
673
481
425
362
425
481
673
1016
0
rtc
0
145
249
315
?R?
365
353
315
249
145
0
+BM
807
+ A"LL DL
TOP
0
160
348
4gl
491
5Zl
491
4r'(
348
160
0
FP + ALL DL+LLTOP BOT
002St 618515 -l I668 -384IZt -5457'.12 -6\21zt -545668 -384515 -r 1zVt 61800
158
198
169
198
158
1189
r 306
0
ULTII{A!8 ror{8fl T( E-Dt )
PRCIYIDED T{'
x
.00
7 .55
15.10
22.65
30.20
37.75
Ir5.30
52.85
60.40
67.95
75.50
0
?llll6
13045
't6 837
19085
19834
19085
16 837
13045
74j6
0
14825
slnarl|-
COMPAT.
0
16?30
17815
1 890't
19971
19957
19957
1 8901
17 815
16?30
0
ffEQrD 1.2WCnt{r ( AcI 1 8. 8.3 )
DSV. tEilGIE IF OYER-LIMITS REINFONCED
(ACr 12.10) (ACr 18.8.1)
tl
{
SHEAN REIIIFOSCIIIO
D
IN.
uLT. vgl
SBEAN PSIIBID
KIPS PSI
REIUINED REINFONCIIIG
FOR FOR FON
AVCI AVCfl avl{ul
ilr-z/Ft rlt-2lFt rll-z/FTx
FT.
e,?.54
82. 19
71.99
61. 80
51.50
41 .41
33.08
24.81
15.54
8.Zl
.00
-8.21
-16.5 4
-24.81
-33.0E
-41 .41
-51 .6 0
-51. 80
-71.99
-82.19
-9f.5{
ON ACI
v.cr
PSI
790
528
zt2
185
139
112
112
112
112
't12
112
112
112
112
112
11 2.
139 '
185
272
528
790
vcT
PSI
308
329
3ll5
360
371
380
386
389
3?4
3TT
379
37'.!
3T4
389
386
380
371
360
3
jl5
329
308
.0 00
.000
.000
.000
.012
.000
.000
.000
.0 00
.000
.000
.000
.000
.000
.000
.000
.012
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
,000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.071r.q1r
.071r
. cr|'lr
.07 0r
.069r
.06 8r
.057r
.0 00
.000
.000
.000
.000
.06?r
.06 8r
.059r
.070r
.gl 1r
.0?1r
.d|1r
.0? 1r.
1 .'l9 34. r10
3 .7',1 34. 40
7.55 34.40
11.32 34.40
15.10 35.17
18.88 36.2122.65 37.26
26.43 38.30
30.20 39.29
33.98 39.29
3T.75 39.29
41.52 39.29
45.30 39.29
49.08 38.30
52.85 37.26
56.53 36.2160.40 35.1754.1? 34.40
67.95 34.q0
71.72 34.40
73.'11 34.40
II{INIII'I{ BASED
249
234
205
l't6
144
112
8l
64
41
21
0
21
41
54gl
'l'12
144
176
205
234
249
EQ. 11-15
DEFLECTIONS (BASED OII
UIDSPAN
POSITIOII
( $l)
RET.EASE : PS( -3.06)+BH Dt( 1.62) -1'44
CREEP BEFOBE ENECTIOTI -. 95
-2. 40
-1 .54
EBECIION: PS+BI{ Dtr
(c 4 [{EEKS)'-ciuce utg To DL1 oR toPPu{o '85: PS+81{ D[+I|0N-C0MP' DL
caAflcE DOE TO DL2+DL3+SI&LL .18
: PSTALL DttglST'LL -1'35
AllD FrC: 6.000 KSI)
EC : 2949 KSI)
.3'.1
-'98_.13
POSTTTTE HoHEltT, DEFLECtrolls
I$I{EIIT-DEFI.8EI ION RELATION SEIP
I
F'CI= 4.000
ECI = 2408
KSI
KSI
LONO IENU CNEEP
FINAL : PSTALL DL+StSl' tL
: PS+ALL DL+LL
l{0tE: BEAM EAII C8ACKED UIIDBR
ARE BASED ON A BILINEAS
(acr 18.4.2C)
o
''fr
FIlfaL P8ESTRES& 329 'rIPS
REIUIIED FINAL ,SlnffOTE= lQgg pg1
ASSII}NBD FIIIAL STIEI{}TE= 5000 pSI
32.50 (il|) F80lt BoTtot{ 0F DECE4.? uPs
32.50 (il) F80tt BotTol,r 0r DECK
4.? f,rPs
ESTII.I.SEONTETINO BEITEEI| $PPORTS AT EREGTIOTI TIHE:
AT C.C. C{'FT.EFFECI TOTALToP .59 -.30 .28 <<<LE!ICIE CORS.NO! TO 8XC8ED ltIS VALUEc. G .59 .00 .598or .59 .62 1.21
/t-
t-
\II|IIIAL PRESTRSSS: 405 (IPS
REUITED RELBIIIE SIiElGlE= 3500 PsI
ASSICIIED RELEASB S!SEI{OT8= 4000 FSI
AT HARP Pl.= 30.00 fT.,.TOP STRAI|D=
AT X: 30.00 FT. E0ltDDOnt{ FOiCE/LEG:
AT HAnP PI.: 45.50 t'1., ToP STBAIID:
AT X= 45.50 FT. BOLDD$I FOBC8./LEG:
BEAT' IS LN}CTflEBHI COilCNElE
/3
{
HORIZ. ATC8O8 NEIISONCEUEIII & BEAAIM SINESS OX BBA8Irc PAD
uEiABn TtP8: DOIISLbTEB (nEQrD STBEL BELC| FOR
co[trIu8H8IT FoR P/S ASE I{ED-lto
BB0T= 4.5 ( IX) BT0P: 7.5 ( il{) B: 38.0 ( il)
NU: .z0rPtt LAMDA= .85 ALPHA= 10.0
l-LSt orlt)
(Dm) FI= 50.0 (ESI)
I|IDTE 0F BEAXIfii SrnrACE : 4.5 ($l) PAD llICKllESS : .250 (Itl)
LEFT BE,ACTIOTI:MIT{I!{'H EONIZ.
BKi. LENCTE AS NQID(ilr) (ilr-2)
3.0 .52
3 .5 .464.0 .45
5.0 .455.0 .45
7 .0 .45
RIGIIT REACIIOil:MIIII!{'H HONIZ.
B8C. LEIIGTS AS NEI'D(IN) (IN-E)
3.0 .52
3.5 . 464.0 .45
5.0 .456.0 .45
7.0 .45
PU= 46.2 (E)
coNc. B8G.
sTn8flgIts
( KSI)
3' 421r
2.933
2.566
2.053
1.711
I .1t66
PU= 46.2 (r)
coflc. BRG.
STNEl|GTB
( KSI)
3.4etr
2.933
2.566
2. 053
1.711
1 .1t65
Ptl= 30.3
BRC. PAD
PNESS'RE
(KSI)
2.2t$
.925
.6 Al
.347
.123
.962
Plf= 30.3
BK}. PAD
PRESS'R8
( rsr)
2.2t6
.925
.6 8ll
.347
.123
.962
(K)
SI]GG.
PAD TIPE
ftt
J
3
z
z
(K)
suoo.
PAD TIPE
att
3
3
2
z
2
llOTE: AS DETAILED BKi. LE{CTES l{rsf, BE L0$0En mAl{ Uill. USED lll CALC. T0 A"LLOf
FOR AS-BUILT TOtEnAllCE& SUCGEST MIll. ADDED LEI{ITH BE 1/2IN. PIUS
DIFFEREITCB III SSONTEflIXC BEITEEII TOP AflD BOTTOH OF MElaER.
I B8A8IM} PSESg'NE EXCEEDS 85' OF T{AX. AI.LCNABLE. SttrCEST A SPECIAL SN'DY.
PAD TIPES: (F0LLCffDIO PcI 6.5.8 AtlD CPA 8EPOnr DAIED UAI 1986)
2 . RAfiDOM ORIEIITSD FIBES (BOF)
3 - DUCK LAIER n8rl|8oncBDrII. SJOGBST I}ICBEASIXO BEANITC ANEA ASI BHi. P8ESS. (OX PAD) EXCEEDS 2OOO PSI.
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tratr
UppeR Elele Vlllgv
WATER AND SANITATION DISTR ICTS
846 FOREST ROAO . VAIL. COLORAD0 81657
(303) 476-7440
April 5, 1983
PeEer Patten
Town of Vail Comnunity DevelopmenE
75 S. Fronrage Road
Vail, CO 81657
Re: Chlorination Vault Construction in I-70 Right-of-t{ay
Dear Peter:
In response to your concern regarding Ehe construction activities underruay by the
Vail Valley ConsolidaEed l.Iater District in the vicinity of the I-70 Sout.h Frontage
Road and Aspen Lane, please be advised thac this construction is part of a water
system improvenenE Droject inltiated lasE year, located EoEally within the I-70
right-of-way. Attached is the ConsEruction Permit. Fron the Colorado DeparEmenE of
llighways.
lie did noE realize that there ruere any Torvn zoning issues associated with uEility
construction in the I-70 righf-ofrvay, and apologize fot any confuslon this has
caused.
This project conslsEs of cwelve hundred feet ( 1200') of pipeline and a
chlorination facility rqhich will improve the capacity of the water systen beEween the
well fields and the Villaqe Core.
The chlorination facility consisEs of a small vault (14'x 16- x B') which, upon
conpl-etion, will be subsEantially buried. As you can see f rorn the altached elevation
drawings, the rvesE and nort.h walls of lhe vault will be totally buried, while the
south and east wa11s are partially exposed Eo provide access. The vault walls have
been completed and bacl< fill is planned to be in place rvithin l0 days, weaEher
permitting. This should end Ehe construction impacts attribuEable Eo vaulE
constructlon. Pipeline construction will follow to Ehe east of Ehe vaulf wich
completion expected by nld-lIay.
We will appreciate your review and advice concerning texture, color and necessary
landscaping for the exposed portion of the vault.
Hopefully, rire can cooperate as joint governmenEal enfities Eo saEisfy your zonlng
concerns while completing che conscruccion process before che sumfler season begins.
Sincerely,
VAfi VALI,qY CONSOLIDAT]ID IJATER DISTRICT
David E.
Ceneral
lloEE
l{anage r
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LLEY
WATER AND SANITATION D IST R ICTS
446 FOREST FOAD . VAIL. COI-ORAOO 81657
(303) 475.7480
Apri.1 5, l98B
Pecer Patten
Town of Vail Cornrnunity DeveloDment
75 S. Frontage Road
Vail, C0 81657
Re: Chlorinaticn Vaulc ConstrucEicn in I-70 RighE-of -lla]t
Dear Peter:
In response Eo your concern regarding the consEruction activities underrvay by cheVail Valley ConsolidateC llaEer District in the viciniry of the I-70 Souch Froncage
Road and Aspen 1,ane, olease be advised that this consEruclicn is part of a water
system irnprovemenE oroject iniriated lasE year, locaEeC cotally i.richin the I-70right-of -r.ray. AtEached is Ehe ConsEruction Pernit tron Ehe Colorado DeparErnent of
Highrvays.
lle did not realize that there r'lere any Tovn zoning issues associaLed \.rith ut.ilityconstruction in lhe I-70 right*of-way, and apologize fot any confusion this has
caused.
This pro.ject consisEs of urelve hundred feet (i200-) of pipeline and achlorination facility rvhich r.ri11 improve the capacity of the $rater systero between thewell fields anrl che Viltase Core.
The chlorination facility consists of a snal1 vault (14- x 16' x B') rvhich, upon
conpleEion, i.ril-1 be subsEancially burie,J. As yoru can see from the aErached elevation
drar'rings, the !./est and north r.ralls of Ehe vault will be totally burLed, while the
souEh anC east t;alls are parEiatly exposed Eo provide access. The vault wal]-s have
been completed and bacl< fill is planned Lo be in place rvithin l0 days, weaEherperniEtinq. This should end Ehe construction impacts arrribrrtahle to vaulEconst.ruction. Pipeline construction rvil1 fo11or.r Eo !he east of Ehe vaulE r,riEhconpletion expected by mid-i.{ay.
lle will appreciate your review and advice concerning texEure, color and necessary
landscaping for the exposed portion of the vault.
Hopefully, (Je can cooperate as joint governmenEal enEities to satisfy your zoning
concerns while conpleting the construction process before the sunner season besins.
Sinccrcly,
vAlL v^Lr.iY co)lsolTnATIl) ltATEIl DIST').ICT
./o,i./ Etruf
David g. llot t
Gene rirl .'lanaqer
Enclosurc
DEll/ng
Uppsn Elele Vl
A\\ PaRrtctpATtNG Drsr*rcrs - aRRowHEAo METRo *ATER . avoN METR. warER . BEAVER CREEK METR. *ATER. BERR.. CREEK METR. *o-t^ /6li\
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Upprn Enele Vnuev
WATER AND SANITATION DISTRICTS
846 FOREST ROAo . vAlL, COLORAoO 81657
(303) 476.7480
April 5, l98B
Pecer Paccen
Town of Vail Comnunity Development
75 S. Frontage Road
Vai1, C0 81657
Re: Chlori.nation Vault Constructicn in 1-70 Right-of-t{ay
Dear Peter:
In response co your concern regarding the consEruction accivitles undernay by EheVail Valley Consoli.dated. llater District in the vicini,ty of the I-70 SouEh Frontajre
Road and Aspen Lane, please be arlvised that this construct.lon is parE of a waEersysten irnprovenenE Dro.jec! initiated lasc year, locaEeC totally rqithin che I-70rlght-of-vray. Attached is Ehe ConsEruction PerrniE tron the Colorado DerJartment of
Highways.
Iie did not realize that there ltere any Torvn zoning issues associated wit.h uEilifyconstruction in the 1-70 right-ofr,ray, and apologize for any confusion this has
caused.
This project consisEs of Errelve hundred feec (t200') of pipeline and achlorinacion facility rvhich will improve che capacicy of the h'ater systenr between thewell fields and Ehe Villace Core.
The chlorination facility consists of a sna1l vault (14'x 16' x 8') r.rhich, uponconpletion, i;i11 be substantially buried. As yoo, can see from the atEached elevation
drar'rings, Ehe rvest and north r+alls of Ehe vault will be totally buried, while thesouth and easE r.ra1ls are parcially exposed to provide access. The vault wal1s havebeen compleEet{ and back firl is planned to be in place rlirhin l0 days, weather
PQrriiEEing. This should end the consErucLion inpacts attribuEable Eo vaulEconstruction. Pipeline construction r'rill follow to the easE of the vault withconpleEion expecEed by mi 4-i.1ay.
[Ie will appreciate your review and advice concerning lexture, color and necessary
lanCscaping for the exposed porEion of the vault.
tlopefr-rL1y, lJe can cooperace as joinL governmental cntities Eo saEisfy your zoninXconccrns tvhile conplcEing the construction process before rhe sunmer season beqins.
(linnnrnl.z
VAIL Y.}.LLEY CO:ISOLlDATE!) IJATER DIST!?ICT
David Fl.:loEt
CcneraI l{anacer
Enclosure
DE:1/ng
l\\ PaRTtctPATtNc DrsrRrcts - ARR.WHEAD METRo warER . avoN METR. warER . BEAVER CREEK METRo warER . sERRv CREEK METRo wor.^ 4fii\
o\
EAGLE va'jL MErRo warERo Eo'"T:,I"';:.'.::::;#:-'.T;'^iffl?:l'_:i::T,:Ttr.'i.*"o...'coNsoL,DArEo sAN''a'oN
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UppeR Enelg Vnlley
WATE R AND SA N ITATION D ISTR ICTS
446 FOREST ROAO . VAIL, COLORADO at657
(303) 476-7480
April 5, 19BB
Peter Patten
Town of Vail ComnuniEy Develoonent
75 S. Frontage Road
VaiL, CO 81657
Re: Chlorination VaulE ConstrucEicn in I-70 Right-of -I.lay
Dear Peter
In response Eo your concern regarding Ehe construction activities underrvay by theVail Va1ley ConsolidaEeC llacer DistricE in the vicinity of the I-l0 South Frontage
Road and Aspen Lane, please be advised EhaE this construction is part of a r^ratersysten improvemenE rrrojecE iniEiaEed lasE year, locateC totally r.rithin the I-70right-of-way. AtEached is Ehe ConsErucEion PerrniE fron the Colorado lleDartnent of
Highways.
lle did not realize Ehat there rte re any Torvn zoning issues associated with utilityconsErucEion in the r-70 right-of-vay, and apologize for any confus1on this has
caus ed .
This proj .-.ct consisEs of Evelve hundred f eet. (1200-) of pipeline and achlorination faciliEy rqhlch rrill irnprove the capacity of the water syste.$ beElreen Ehewell fields anrl che Villaqe Core.
The chlorinaEion faciliEy consists of a snall vault (14- x 16'x 8') r.rhich, uponconpletion, tri11 be substantially buried. As you. can see from the arEached elevaciondratrings, Ehe HesE and north r.ralls of the vault will 'le totally buried, while thesouth anC east '..ra11s are partially exposed to provide access. The vaulE walls have
been conpleted and baclc fitl is planned t.o be in place ruiEhin l0 days, weatherpermicting. This should end the construccion ir,rpacts attribuEable Eo vaulEconstrucEion. Pipeline construction will fo1low to the easE of the vault withconpleEion expecEed by rni.l-i.Iay.
I{e will appreciate your review and advice concerning texture, color and necessary
lanCscaping for the exposed portion of the vault.
llopeful-ly' we can cooperate as joinc governmenEal cnEities Eo satisfy your zoninq
concerns while conplcting the consLruction process beFore the surmer season beqins.
Sincerely,
vAw v^Lt,2y colrsoLIDATtlD IJATER DISTRICT
]avid E. :lorE
Ceneral ){anage r
Enc l os ure
!-tlilllno
A\\ PARTtcrpATrNc Drsr.rcts - aRRowr-rEAD METR. warER . avoN METR. wareR . BEA'ER CREEK METR. warER . BERR' CREEK METR. wor.^ /Gi\
o\
EAGLE''a'LMErRow".'"""'o"3i,Iu'Il3y::'":trffff1H:?:X'-1:::1l:Tffff;::,""*''coNsoL'oarEo sAN,ra'oN @
DEPARTMENT OF HIGHWAYS
STATE OF COLORAOO.DIVISION OF HIGHWAYS
OOH Form No. 333
Rev. January, 1983
UTILITY PERMIT
\.- I
(07-20-87)White - Applicant
Canary - Oistricl FilePink - Maint. Foreman
Goidenrod - Inspector
orsr 03
SECTION 02
PATBOL
PERMIT NO.
Your request for permission to instatl a \J q\or line along andlor across State Highway poT-7or1 H.\.\\
is granted sub.iect to the following terms and conditions on tront and back of this permit.
lT lS UNDERSTOOD that the Permittee will cause the installation al no expense whatsoever to the Division and that the Permitlee
will own and maintain the same after installation _, .l
An underground installation shall be beneath the surface of the right of way at a minimum depth of "1\o inches, and the
disturbed portion of the F.O.W. and roadway shall be cleaned up and restored to its original condition. The back tilling shall be
made an six-inch lifts and mechanically tamped and packed, and under the roadwaythe last twelve inches of backfillshall be stable
granular material such as crushed rock or gravel. Compaction shall be in accordance with Section 203.11 of the Standard
Specifications for Road and Bridge Construction.
This work shall be completed within t 96 I days from the above date. No work shall be attowed
on Saturdays, Sundays or Holidays unless otherwise specified in this permil. No open trench permitted within 30 feel or traveled
roadway atter dark, unless otherwise specified in special provisions. C.D.O.H. must be notilied 24 hours before work commences
on R.O.W. or il any changes occur on the job C.D.O.H. may restrict work on R.O.W. during adverse weather conditions.
Aerial installations of electric andlor communication lines shall be in accordance with the National Safety Electrical Code. The
Permittee shall maintain the installation al all times and agrees 1o hold the State of Colorado, the agencies thereol, and their
officers and employees harmless from any and all loss and damage which may arise out of or be connecled with the installation,
maintenance, afteration, removal, or presence of the installation herein reterred Io or any work or tacilily connected therewith,
within the area covered by this permit.
Permits involving encroachmenl on the Nalional System of Interstale Defense Highways require ioncurrence by the Federal
Highway Administration prior to the issuance of permit by the Division of Highways.
The traveling public must be prolected during this installation with proper warning signs or signals both day and nighl. Warning
signs and signals shall be inslalled by and at the expense of the Permittee and in accordance with direclions given by the District
Engineer or his subordinate. Tralf ic control devices shall be in conlormance with criteria set forth in the Msnusl on Unilotm Tralf ic
Conttol Devlces and the Colorado Supplement thereto. Failure to comply will be just cause for cancellation of the permrr.
WATER LINE
CHAIN LINK FENCE WILL BE REPLACED 10 OUT FROM THE ORIGINAL OR EXISTING LOCATION. TITE
NE!il
THE
DIVISION OF HIGHWAYS, STATE OF COLORADO
Chiel Engineer
By R. P. MOSTON
OiSl,rct Enqineer
In accepting this Permit the undersigned, representing lhe Permittee. verilaes that hg has read and u nderstands all of the foregorng provrsrons: thal
(CHECKED BY }JALCK/THOMPSON)
Signatu re
Marntg(ance Supe(ntendent
NOTE TO APPLICANT This permit shall be made available al the site where and when work is being done.
The Permittee shall be responsible lor any repair necessary as a result ol cutting the pavement. Said repairs shall be in complianco .
with Division of Highways Specifications, and maintenance responsibility shall be an obligalion of the Perminee tor 12 months
after linal acceotance.
f n the event any changes are made to this highway in the future that would necessitate removal or relocation d this installation,
Permittee will do so promptly at its own expense upon writlen request from the Division of Highways, State ol Colorado. The
Division will not be responsibletor any damage that may result in the maintenance of the highway to installation placed inside State
Highway Hight ol Way limits.
REQUTREMENTS FOR INSTALLMENTS OF UTILITIES WTTHIN THE RIGHT OF WAY
1. No cleated or track equipmenl to work on or move over asphalt surfaces without mats.
2. All disturbed portions ot right ol way are to be reseeded as specitied, at a time designated by lhe Division of Highways, State of
Colorado.
3. Any materials and/or eguipment used as lhe result of utility installation will be removed lrom highway R.O.W. each day,
unless otherwise specified in special provisions.
4. Under no condition is an asphalt surlace 10 be cut unless otherwise allowed by lhe special conditions of this permit.
5. Mud-iacking or pressure groutlng wi,l be requ;red where bores arc larger than lines or encasements
6. The ends bf bored seclions 3hall not be covered before being inspected.
7. No plastic line is to be inslalled without encasement under pavement regardless of pressure and size, unless otherwise
specif ied on the permit.
8. Encasemenl of linewill berequiredlromtoeof slopetotoeof slopeunderall highways, or as directed by the District Engine€r,
. and shall b€ in accordance with currenl policy and regulations.
9. All underground installations shall be protected by a minimum ground cover of 24 inches or as specified and shall meet
standarcts s€i by current policy and regulations.
10. No new or additional utility installations shall be made alongthe interstate highway exceptalong a frontage road outside the
control of access lines.
Utilities on the interstate must be serviced without access from the through-trafiic roaqways or ramps.
Manholes and other points of access to other underground ulilities may be permitted within the right of way of an interstate
highway only when they are located 30' beyond lhe shoulder ol the through-traflic roadway or ramps and cin be serviced or
maintained without access {rom the through-traffic roadway or ramp.
13. Request for installations on the interstate highway must bi accompanied by a sketch indicatin! the exact location anl
elevataon of such installation. Normal requirement tor approval by the Division ot Highways andF.H.wA. as one month.
14. All requests for installation will be reviewed in the tield by representatives of the District oftice prior to any issuance of anypermit.
15. Where special cases warrant, the Division will permil lhe installation of underground utilities paralle{ing highways otherlhan
inlerstate along the slope of the shoulder. In the event such permits are issued, it will be required that matelial removed mustbe replaced in like kind and with same or better compaction. No segregation oJ material will be permitted.
16. The construction of undergiound installatiohs will generally iequire the services of an insp€ctor turnished by the Division ot
Highways. The decision in regard lo which installation requires inspection is reserved bythe Division. Allcosts relating toth€inspection ol such utility installation will be borne by the permitte'e
,.,17. An drainage tac;tities or siphons wili.u" ;;;;;t;-;;;t"1t-,pon-"o'npi"riort J ,oir ;i ;;tes ;t ;;";;;;;;;;hr;-
installation. Oamaged portion ot drainage orsiphon tacility will be replaced. Alldarr\aged seclions to be inspecred by Divisiohof Highways inspector belore being concealed in any manner. Drainage ditcheS oi borrow pits to be r6stored tb originat.,condition immediately atter backlilling is compteted.
18 No meters are to be placed within the highway right of way, excepting within corporale limits where municipal regulationsallow installatiorr.-. - .-
19. Thrusl blocks will be requrred on all vertical and horizo-iltal bends in pressure pipes.
i1' 20. All permits written for work Within Cities or Towns having over 5,000 po-pulatiorlwill, also, require the approval of the City orTown.
21. Wh6re the instillation crosses the roadway, it shall be encased in pipe ot larger diameter anoihi crossing sha be as nearly .perpendicular lo the roadway as physically possible. This installalion shall be installed by the method oi boring or jacking
through beneath lhe road surface; however, open cut shall be allowed up to 6 feet from the edge ol the surtaceO portion of tnEhighway. Portals lor pipeline crossings of more than 5 feet in depth (will) be bulkheaded. Wate--rletting and tunneling shall notbe permitted, water assisted boring wall be permitted as determined and approved by D.O.H- insplctor.
22. Where the installaiion crosses any ditches, canals or water carrying struclures, wherever possible it shall be pushed throughand beneath in a pipe of larger diameter thereby eliminating the necessity of trenching. In no-case shalltheltow ol water eGr
-\.be impaired or interrupted. Any crossing of irrigation ditches or canals requires the approval ol the ditch company or owner.
23. ,'This work must be accomplished in accordance with^accepted good practices and conform to the requirements & provisionsj.of the current National Electric Code and to such Colorado statutes as are applicable.
24. lAll construction operations involving excavation and trenching, both pubtic and private, shall be made subject to the rulesand regulations sel forth by the Industrial Commission ol Colorado. Excavaiing and trenching shall beconstrued to mean anyopening or cavity in the ground formed by cutting, digging or scooping and which is five feet or more in depth.
25 Permittee will be required to shut olf lines and remove all conibustible materials from the highway right ot way whenrequested to do so by the Division of Highways because of necessary highway construction orhainienince operalions.
26 lf the Division so requires, Permittee shall mark this installation with markers acceptable to the Division ol Hignways at thelccations designated by the Division of Highways.
11.
'12.
and
, ,DQl 50L':
---.Rev!std
TO:
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STATE OF COLORADO
DEPART}IENT OF HICHIJAYS
DIVISION OF HIGHWAYS
4201 Easc Arkansas Avenue
Denver, Colorado BO22Z
for
I ru*l,rrc
(Inrers care-U t111cy)
Prolecc No.€ z1t-.!GO)
G.
R.
W. Ftitts -Rdof : 1 :: l
BP,C€ Jorttlsou'-"'"" 4PSo,{
Dare A4nC<i.t Q LC,nr
Flnal Urlliry
subrnlt ted
Skeich
cc:
Staff Design 5:rgiaeer
' The proposed insEallatlon will be tnPollcy for Accomrodarion of Utilities andg111 lssue a- peroit to che Ut1lity.
.,'_
accordance with the AASITTOwith your concurrence, we
.'.
Dls trlc cEng in ee r
GLENN W. FRITTS
STAFF CONSTRUCTION ENCINEER
The above request is
By: q%z44-"
aaLl. LnforuaELon to Sfaff ConsEructlon.Subott tuo coptes of
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OEPARTMENT OF HIGHWAYS
STATE OF COLORADO
DIVISION OF HIGHWAYS
OOH Form No. 333
Rev. January, 1983
(07-20-87)While - Applicanl
Canary - District FilePink - Maint. Foreman
Goldenrod - lnspector
,1e87 03.e"D,J*.J DIST.
PERMITTEE'S NAME SECTION
PATROL
o2
L9
Address t{\o Fovest Qi. Pnone l?to4ttto PERMIT NO.4802
UTILITY PERMIT
Your request for permission to install a \J-e\gC- line along ancl/or across State Highway ruoEaOrt
is granted subiect to the tollowing terms and conditions on fronl and back of this permit.
l^.\.$"$<n" tA?
lT lS UNDERSTOOD that the Permiltee will cause the installation at no expense whatsoever to the Division and that the Permittee
will own and maintain the same after installation _r tl
An underground installation shall be beneath the surface of the right ol way at a minimum depth of -1\o inches, and th€
disturbed portion of the R.O.W. and roadway shall be cleaned up and restored to its original condition. The back Jilling shall be
made an six-inch lifts and mechanically tamped and pacied, and under the roadway the last twelve inches ot backfill shal, be slable
granular material such as crushed rock or gravel. Compaction shall be in accordance with Section 203.'11 of the Standard
Specifications for Road and Bridge Construction.
This u,ork shall be completed within (\\ ne-+:t t 9O I days from the above date. No work shalt be a owed
on Saturdays, Sundays or Holidays unless otherw-iEe specitied in this permit. No open trench permitted within 30 feet or traveled
roadway after dark, unless otherwise specilied in special provisions. C.O.O.H. must be notif ied 24 hours betore work commences
on R.O.W. or if any changes occur on the job C.D.O.H. may restrict work on R.O.W. during adverse weather conditions.
Aerial inslallations of electric andlor communication lines shall be in accordance with the National Safety Electrical Code. The
Permittee shall maintain the installation at all times and agrees to hold the State ol Colorado, the agencies thereof, and their
off icers and employees harmless from any and all loss and damage which may arise out of or be connected with the installation,
maintenance, alteration, removal, or presence o, the installation herein referred to or any work or tacility connected therewith,
within the a(ea covered by this permit.
Permits involving encroachment on lhe National Syslem of Interstate Delense Highways require ioncurrence by the Federal
Highway Administration prior to lhe issuance of permit by the Division of Highways.
The traveling public must be protected during this installation with proper warning signs or signals both day and night. Warning
signs and signals shall be inslalled by and at the expense of the Permittee and in accordance with directions given by the District
Engineer or his subordinate. Trcttic control devlces shall be in conJormance with criteria set lorth in the Manualon Unilorm Tralf ic
Conlrol Devices and lhe Colorado Supplement thereto. Failure 1o comply will be iust cause tor cancellation of the permit.
L
OUT FROM THE ORIGINAL OR EXISTING LOCATION. THETHECHAINLINKFENCE WILL BE REPLACED IO
DIVISION OF HIGHWAYS, STATE OF COLORADO
Chief Engineer
By R. P. MOSTON
Orstr icl Enqrnecr
In accepling this Permit the undersigned, representing the Permittee. verilies lhat he has read and understands a ol the loregorng provisrons: that
(CHECKED BY I,ilALCK/THOMPSON)
Permiitee Signature
NOTE TO APPLICANT This oermit shall be made available at the site wherF and whpn wnrk is hprnrl drrne
The Permittee shall be responsible for any repair necessary as a resull of cutting the pavement. Said repairs shallbe in compliarice
wilh Division ol Highways Specifications, and maintenance responsibility shall be an obligation of the Permittee for'12 months
atter final acceptance.
In the event any changes are made to this highway in the future that would necessitate removal or lelocation of this installation,
Permittee will do so promptly at its own expense upon wrilten requ€st trom lhe Division of Highways, State of Colorado. The
Division will nol be responsible for any damage that may result in the maintenance of the highway to installation placed inside State
Highway Right of Way limits.
REOUIREMENTS FOR INSTALLMENTS OF UTILITIES WITHIN THE RIGHT OF WAY
1. No cleated or lrack equipment to work on or move over asphalt surfaces without mats-
2. All disturbed portions of rig ht of way are to be reseeded as specif ied, at a time designated by the Division of H ighways, State ot
Colorado.
Any materiafs and/or equipment used as the resull of ulility inslallation will be removed from highway R.O.W. each day,
unless otherwise specilied in special provisions.
Under no condition is an asphalt surface to be cul unless otherwise allowed by the special conditions ot ihis permit.
Mud-jacking or pressure grouting will be reguired where bores are larger than lines or encasements
The ends bf bored seclions shall not be covered before being inspected.
3.
4.
6.
22.
23:
24.
No plastic line is to be installed without encasement under pavement regardless of pressure and size,unless otherwise
specif ied on lhe permit.
8. Encasement of line\,vill be req uired lrom toe of slope to toe of slope under all h ighways, or as directed by the District Engineer,.and shall be in accordance wlth current policy and regulations.
9. All underground installations shall be protected by a minimum ground cover of 24 inches or as specified and shall meet
standarcls set by current policy and regulations.
10. No new or additional utilily installations shall be made along the interstate highway except along a f roniage road outside the
control of access lines.
11. Utilities on the interstate must be serviced without access trom the through-tratfic roadways or ramps.
12. Manholes and other points of access to other underground utilities may be permitted within the right of way of an interstate
highway only when they are located 30' beyond the shoulder ol lhe through-traftic roadway or ramps and can be serviced or
maintained without access from the through-traftic rcadway or ramp.
13. Flequest lor installations on the interstate highway must be accompanied by a sketch indicating the exacl location and
elevation ot such installation. Normal requir€menl for approval by the Division of Highways and F.H.W.A. is one month..|4. All requests for installation will be reviewed in the f ield by representatives ol the District office prior to any issuance ot anypermit.
15. Where special cases warrant, the Division will permit the installation of underground utilities paralleling hig hways other than
inlerstate along the slope of the shoulder, ln the event such permils are issued, it will be required that material removed must
be replaced in like kind and with same or better compaction. No segregation ot malerial will be permitted
' 16. The construction of underground installations will generally r€quire the services of an inspector furnished by the Oivision of
Highways. The decision in regard to which installation requires inspection is reserved by the Division. All cosls relating to the
inspection of such utility installation will be borne by the permine'e
,17. All drainage-facililies or siphons witl be openeo- im.eolaGlv upon completioq oi work at sites ot orainage or sifnon- inslailation. Damaged portion oi drainage or siphon facility will be replaced. All darfiaged sections to be inspectei by Divisio jl
ol Highways inspector belore being concealed in any manner. Drainage ditched or borrow pits to be restored to original..
condition immediately alter backfilling is compleled.
18. No melers are to be placed within the highway right ot way, excepting within corporate limits where municipat regutationsr-* allow instaltation-_. . , - -..*__-- i I19. Thrust blocks will be required on alt vertical and horizo-hlal bends in pressure pipes.
iz0. ntl permils written tor worK within Cities or Towns having over 5,000 ffiutati'oalwllt, also, reguire the approvat otthecityor
Town-
21. Wh6rethe instillation crosses the roadway, itshall be encased in pipe oi larger d ia mete, and*the c rossing shatt beasnearty
perpendicular to the roadway as physically possible- This installation shall be installed by the method of boring or jacking
through beneath the road surlace; however, open cut shall be allowed upto6 feet{rqm the edge ol the surtaced poriion ot th;' highway. Portals for pipeline crossings of more lhan 5 feet in depth (will) be bulkheacted. Water jetting and tunneling shall not
be permitted, water assisted boring will be permitted as determined and approved by D.O.H. inspector.
za.
26.
Where the installation crosses any dilches, canals or waler carrying structures, wherever possible il sha ll be pushed through
and beneath in a pipe of larger diameter thereby eliminating the necessity ol trenching. In no'case shall the flow of water ever
-'abe imPaired or interrupted. Any crossing oi irrigation ditches or canals requires the approval of the ditch cornpany or owner.
,-ihis work must be accomplished in accordance with accepted good practices and conf orm to the requirements & orovisions
l,ot the current National Electric Code and to such Colorado statutes as are applicable.
ill construction operalions involving excavation and trenching, both public and private, sha be made subject to lhe rules
and regulations sel forth by the Industrial Commission of Colorado. Excavating and trenching shall be construed to mean any
opening or cavity in the ground tormed by cutting, digging or scooping and which is five feet or more in depth.
Permtltee will be required to shut olf lines and remove all combustible materials trom the highway right ol way when
requested to do so by lhe Division of Highways because ol necessary highway construction or maintenance ooerattons.
lf the Division so requires, Permitlee shall mark lhis installation with markers acceptable to the Division ot Highways at thelccations designated by the Division of Highways.
. D-q{ FOf\i }J0. 25
-.--Revls,ld September, l97g
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Da Ce
STATE OF COLORADO
DEPART}{ENT OF HICHWAYS
DIVISION OF HICHWAYS
4201 East Arkansas Avenue
Denver, Colorado 80222
TO: c. W. Iyitts -Root..-,':1Arrd: R. Ep)E JoHilso^lEROH: .- .. '., .lptail
Sketch
cc:
Staff Desiga Sngineet
-Enclosed for your revlew and coacurrence is--a.request from
UlpeB.gKEUn*f ylfl*lS+^l regarding a crossing of and/or. (Nane of Utifiiy)
lnstallation on Project JZt -Z^ L+C ar a-Ptr(r)r"€ S?.1 / /6{-
_1ocat1on (station and
locatloa rnierar@
proposal provides for
despription
Fl-nal Urility
suburlt Eed
Project No.)
t:l ^t/< 1.5 '
' The proposed installatlon will be Ln' Pollcy for Accontrodation of U.tilitles and
- g!'l.1 lssue a pernit to lhe Utiliry.
accordance vith the AASIIT0
wi th your concurrence, we
fhe above reguest ls approved
DIstrl.ct Englneer
,By:_l<jrea*-_]1.".-,_*Ote".-, ,-f..rerfecrlve 4/?Z/eZ
CLENN I'. FRTTTS
STAFF CONSTRUCTION
By:
coptes of all lnformatlon to Staff ConsEructlon.SuboLE tuo
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MINUTES
VAIL TOhIN
AUGUST 21,
7:30 P.M.
COUNCIL MEETING
1990
A regular meeting of the Vai l Town
7:30 p.m., in the Council Chambers
MEMBERS PRESENT:Kent Rose, Mayor
Tom Steinberg, Mayor Pro-Tem
Lynn Fritzlen
Jim Gibson
Merv Lapin
Robert LeVine
Peggy Osterfoss
None
Ron Phillips, Town Manager
Larry Eskwith, Town Attorney
Pam Brandmeyer, Town Clerk
MEMBERS ABSENT:
TO}JN OFFICIALS PRESENT:
At the start of the meeting, a1 1 Councilmembers were present except Lynn Fritzlen
and Peggy Osterfoss.
Under C'i tizen Participation, Merv Lapin stated Channel 23's aired tapings of the
Council meetings had poor sound reception. He asked if sound system improvements or
placement of more microphones was needed to improve the situation. There was some
discussion, and it was noted that if the audience were strictly instructed to come
up and speak to a microphone, it may stop people from speaking.
Peggy and Lynn arrived.
Ron Phillips commented if the Council meetings were going to be held elsewhere in
the future anyway, the problem would have to be dealt with. He added that staff
would check into alternatives.
Item two on the asenda was the Cbfie.tenvT,f'ormit1Eii.'dristiTiiiofir,il<ristan Pritz savea quick overview of the planning process to date. She'l isted each of the 13
potential sites, noting that the upper bench of Donovan Park had been selected as
the most suitable site per the suitability analysis criteria and added that the
surrounding neighborhood was strongly opposed. She then discussed bri ef'ly the
analyses of the six additional sites Council had asked staff to look into. Kristan
commented the next step involved detailed site planning and going before the
Planning and Environmenta'l Commission. An unidentified person in the audience was
opposed to the proposed cemetery because he had questions as to who could be buried
there, and wondered if the mi1'l levy for Mjnturn could be transferred to Vail; he
then gave his suggestions on how to proceed. Al l,leiss stated he did not care if
there was a cemetery or not, but he was bothered by the possibility that the Town
was using up open space in town for a cemetery and not for recreation, etc. He felt
the lower bench of Donovan Park was an excellent site for affordable employee
hous'i ng. Hermann Staufer thought the upper bench of Donovan Park was a better spot,
and urged Council to vote on a site and begin the process. There was then
discussion that this was a two step process, first to decide on an exact location,
and then secondly, more examination of the planning process for acbually operating a
cemetery. There was more discussion regarding the upper and 'l ower benches of
Donovan Park. Ella Knox felt a cemetery in the middle of a skj resort was
ridiculous and the Council would regret turning the land over for that use. Mayor
Rose was opposed to the lower bench, but felt the upper bench, if prope,rly done,
would be fine. He agreed it was a two step process, with the first step almost
completed, and the second part to have the land developed with a natural character,
with some restrictions. Questions as to who would be allowed to be buried at thesite, management, and finance must be addressed in step two. Peggy 0sterfoss and
Rob LeVine agreed with Mayor Rose. Rob felt the people who make up the committee
were al1 responsible and caring, and he trusted them to do the right thing, he would
put his faith in what these people decided. Lynn Fritzlen commented she was in
favor of the s'i te, and impressed with the level of depth of the committee's
analysis. Peggy Osterfoss then made a motion to approve the Donovan Park upper
bench site as presented for the Vail cemetery, with the conditions that no bui'l dings
Councjl was held on Tuesday, August 21, 1990,of the Vail Municipal Building.
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{'I Drager, representing the Vai1 Va] |ey Consolidated llater District, commented on theresolution and stated the conditions of Vail's approval were completely acceptable.
Rob LeVine made a motion to approve the resolution, which was seconded by TomSteinberg. Ed Drager then reviewed the repercussions of the the fajlure of the
Black Lakes project, per Merv Lapin's request. A vote was then taken and the motjonpassed unanimously 7-0.
The seventh item was action on the Town of VaiI/Vail Metropolitan RecreationDistrict First Addendum to Agreement. Larry Eskwith remarked the addendum added
language requested by the VMRD Board, and he felt it was pretty self-explanatory.After a short discussion, a motion to approve the addendum as presented was made by
Lynn Fritzlen and seconded by Tom Steinberg. A vote was taken and the motion passed
unan'imously 7-0.
At this time, Larry Eskwith asked Counci'l if his drafted letter to Abe Shapiro,
which Council received jn their packet, was acceptable to send. Councilmembers
agreed it looked fine to them.
There being no further business, the meeting was adjourned at 10:40 p.m.
Respectful ly submitted,
ATTEST:
Minutes taken by Brenda Chesman
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551 Broadway
Eagle,Colorado Bl63l
Bo3) 328:7311
July 31, 1990
iiPt': '''"' ') i:1iri;
clty of Colorado springs
30 South Nevada way
Colorado springs, colorado 80903
clty of Aurora
1470 s. Havana street
Aurora, Colorado 80012
Town of Vail
75 South Frontage Road WestVail, Colorado 81657
Enclosed please find a Pub11c Notice regarding a public
hearing between the Vail Va1ley Consolidated water District
and the Eagle county Board of county Comnissioners, sitting
1n 1ts capacity as the Eagle county Pernit Authority, and
the Eagle and Colorado Valley Planning Commlssion.
Please contact me at (303) 328-8565, should you have
any questions.
Eagle County Attorney
tnclE couNTY o RffD AUPzTissQ
(n)KL/pvl
Enclosure
Board of County Commissioners
P.O. Box 850
Eagle, Colorado 81631
As:essor
P.O. Box 449
Eagle, Colondo 81631
Oerk and Recorder
P.O. Box 537
Eagle, Colorado 81631
Sheriff
P.O. Box 359
Eagle, Colorado 81631
Treasurer
P.O. Box 4?9
Eagle, Colorado 81631
ffiTDAUG-1€90
PUBLIC NoTICE Is HEREBY GIVEN that tlre Vaj-I Valley
consolidated ltater District filed wj.th the Eagle county Pernlt
Authority an Anetrded Application for a permit to conduct tbe following
designated activity of state interest:
Efficient utillzation of rnttnicipal and
and industrial water Projects
Tlre proposed actlvity of state illterest referred to
hereiDabo.re is the enlargelnent of the capacity of Elack Lake No.
1 Dam by constructing a new higher dam 150 feet dowtrstream of the
existing dam. The activity shall be conduqted on real property
generally located approximately 13.5 rniles east o.f Vail, adjacent
io Interstate 70, in the White River National Forest near the top
of vail Pass on Black Gore Creek, colorado. The proposed project
is located in the soirtheast t of section 4, Township 6 south, Range
79 West, Sixth PrlnclPal Heridian.
PUBLIC NOTICE IS rURTHER GfvEN, pursuant to Section 24-
65.1:501, C.R.S., et 199., Eagle County Land Use Regulations, chaPter
VI , Guid;lines ind-R-egulations for Areas and Activities of State
Inierest of the county of ragle, state of colorado, 1980' as amended,
that tFe Board of county conmissioners of the county of Ea91e, state
of.Coiorado, sitting in its capacity as the Eagle county Pernit
Authority, and the Eagle and Colorado Valley Planning Comnission
shall troid a Joint public hearing to conslder the.lPplicant's Anended
Application. The hearing will be on Monda
s tneetin minth0:00 a the Board
GGE-house, 5sTTEoaaway, EagLe, colorado.
coPies of the Application and related document-q may be
examined i-n ihe office of the Eagle County Departnent of Community
Developmetrt located at Eagle Business Central , 725 Chanbers Avenue,
Eagle, Colorado. Telephone inguiries regardlng the subject application
nay be nade by calling (303) 328-8730.
PUEIISHED BY oRDER oF THE EAGLE col'}lTY PERHIT AUTHoRITY,
STATE. OT COLOF}DC.
/s/ Johnnette PhilliPs
clerk Ex of.f 1cLo to Ene
Eagle county Permit Authority
P'rrl:lished in the Eagle ValleY
!:.', i:-prise: JuIy 19, 1990 and JuIy 26, 19c^ '
RESOLUTION NO.
Series of 1988
A RESOLUTION
PROPOSED BY
SUPPORTI NG
THE VAIL VAI
ERVOIR PROJECT
WATER DISTRICT,
WITH CERTAIN EONDITIONS.
WHEREAS, the Vail Valley Consolidated Waten District (VVCWD) has submitted an
application to Eagle County for a 1041 permit to enlarge Black Lake No. l located
near Vajl pass and constructing an additional two hundred twenty-seven (227) acre
feet of additjonal storage capacity; and
WHEREAS, the Town of Vail has received advice on the issue from an engineer;
and
IIHEREAS, the Town's engineer believes the project will not adversely affect
the Gore Creek fishery; and
IIHEREAS, the reservo'ir project is an element of an overal 1 augmentation plan
now being implemented and said plan will not have adverse impacts on Gore Creek;
and
WIIEREAS, the Town's engineer believes the plan is a reasonable compromfse
meeting the municipal water demand of the Vail area and the fish and stream demands
necessary for a resort community; and
hIHEREAS, the augmentation decree contains a clause which woul d allow the Town
of Vail to reopen consideration of the plan if the Council finds the plan does not
operate as ant'icipated and stream flow has dropped below those expected resulting
in damage to the fish population or other forms of adverse impacts; and
WHEREAS, the Town Counci'l beljeves that while it can support said augmentation
p1an, it is necessary to place certain conditions upon its support to help pnotect
the fish habitat in Gore Creek.
NOl,l, THEREFORE, 8E IT RES0LVED BY THE TOlrN C0UNCIL 0F TH€ T0WN OF VAI!,
COLORADO:
The Town
Consol i dated
project with
1. The
organ i zati on
contribute a
Council of the Town of Vail generally supports the Vail Va1 ley
Water District plan of augmentation for the Black Lakes reservoir
the fo'l 'l owi ng condi ti ons:
VVCI,IO shall participate with the Town of Vail and the Trout Unlimited
?
in a multi-year stream habjtat lmprovement program. The VVCWD shall
minimum of ten thousand dol'l ars ($10,000) to this program.
I
I
I
I
2. The VVCIJD shall be responsible for restocking flsh ln Gore Creek if a
significant fish kill occurs through the djversion of water from Gore Creek. The
Colorado Division of I'lildllfe shall be solely responslble for determining when a
significant fish kill occurs. The fish stocking program shall be done in
accordance with direction given by the colorado Division of t{ildlife.
3. The VVCWD shall enter into an agreement with the Town of Vail commltting
to the terms and conditlons set forth in paragraphs I and z hereof.
INTRODUCED, REAO, APPROVED AND AD0PTED this _lSth day of March
1988.
:
ATTEST:
' ,rlrlJ rlr r..l li
lt I i I tlt { 1,,
, .',; I .. :.
I
tnttn
75 south tronlage road
Y!il, colorado 81657
(303) 476-7000
office of lhe town manager
April 11, 1988
Mr. Harry Frampton
East West Partners
1000 South Frontage Road West, Suite 100VaiI, Colorado 81657
Dear Harry:
Thank you for your letter concerning the construction gojng on atof Aspen Lane and the Frontage Road. I apologize for the delay in
you.
The smal I bu i Idi ng under constructi on i s
which is being installed by the Vajl Con
the construction should be completed in
trenching in the area, however, since a
If you have any further questions about
two weeks. There wiII
water I ine connection
the project, fee'l free
cc: Kent Rose
Dave Mott
VAIL1989
/r: 1 -t,l
/ 1/,-a"' ffv,t, o/'r>
the intersection
gett'ing back
be some further
has yet to be made.
to contact Dave.
Roridall V. Phillips
Town Manager
COLORADO. GEORGIA I NORTH CAROLINA e vlRGlNlA r WASHINcTON
March 29, 1988
Mr. Kent Rose
Town of Vail
75 S. Frontage RoadVail, Colorado 81657
Dear Kent:
For sell over a year now there has been construction going onat the entrance to our neighborhood. Even before thisconstruction, it rras being used as a storage area. I wouldlike to ask the Town to do everything that they can to insurethat this work is cornpleted as soon as possible, and that the
area is regraded, cleaned up, and re-vegetated. ft is guite
unattractive and everyone in our neighborhood would like to
have it in tip-top condition by Spring.
Bhanking you in advance.
Sincerely,
E.AST WEST PARTNERSw
dsb
stu[MAR301988
/ c.cz Ron Phillips
1000 South Fronrage Road West. Suite 100 o Vail. Colorado 81657 r (303)476-7660
75 south trontage road
vail, color.do 81 657
(3O31 476-7OOO
office of the town manager
February 2, 1990
l-. Aspen Lane Pumphouse2. Parking Structure
h*'n^ - FYT
\Z\IL1989
PERMTT FEE
$ 621.0O
$ 652.00
WiLlian B. ceorge
Upper Eagle Valley Consolidated
845 Forest Roadvail , co 8L657
Dear Bill:
The following is a sumrnation of the fees waived. for theConsolidated Sanitation and Water Districts from De.cember 1t LggTto Decernber l-, L989.
FEES WATVED FOR I'PPER EAGI,E VAIIJEY WATER & SA}IITATTON
COMMUNITY DEVELOPMENT (includes building, electrical , plunbing
& mechanical perm.its) .
VALUATION
$40, 000.0o
$47, ooo. oo
PUBLIC WORKS1-. 51 Total Street
SUBToTAL st_273.00
Permits at $75.00 each:
SUBToTAL S3825. O0
TOTAL FEES WArVED $5O98.OO
questions regarding this information,If you
please haveIet me
any further
know.
Sin lY'
Rbndalf-V. Ptrillips
Town Manager
RPlpab
UPPER EAGLE VIUEY
RtrOJAN 2 5 1990
TED
o
Corsouoa
WATER AND SANITATION DISTRICTS
846 FORESI ROAD . vAlL. COLORAOO 81657
t303) 176-7480
January 23, 1990
!lr. Stan Berrynan
Director of Public Works
Town of Vail
75 South Frontage Road
Val1, Colorado 8L657
Re:Town of Val1 Bus tr{asher Facility
Account Number 8625f 0-0
Dear Stan:
Please be advised that as of this date the Board of Directors ofthe Upper Eagle Valley Consolidated Sanitation Dlstrict (hereafter UEVCSD)
has not waived the payment of the sewer tap fee for the Bus washer Facitity.
I understand that Ron Phillips and lfilliam B. George are discussl-ng
an lntergovernmenEal agreenent in thLs and other [urtters.
Until such time as this agreement is finalized, UEVCSD needs to
document the status of this matter in the customer account file.
The status, therefore, is the fo].lowing:
- In August 1989, Pete Burnett requested that UEVCSD provide water
and sewer inspection and connection to the bus washer and verballv
requested waiver of water and sewer tap fees.
- fhe UEVCSD staff asked that the request be nade ln writlng, andadvised the Town that these requests needed to be approved by theVail Val1ey Consolidated i{ater District (hereafrer WCI,ID) and UEVCSD
Boards of Directors.
- Service was provided on the basis that if the request lras notapproved, the Tovm would pay the commercial tap fees due.
- 0n or about Noveober 2, 1989, I received your request for
waiver of tap fees.
- The item was introduced to the WCWD and UEVCSD Boards duringthe November Board meetinss.
- 0n November 16, 1989, the WCWD approved the waiver of the I-L/Ztlconmercial r1'ater tap fee of $23,000.
,ll
\\ PARTtcrparlNG otsrRrcrs - aRRowHEAD METR. l,yarER . avoN irr"o ,"^re" . .EAVE' .REEK METRo warER . BERR' .R€EK ,ar"o /G\a
t \\ warER o E GLE vatL MEtRo warERv'i"J:::ilil::; ffi:f i:,:?Hx::'ft^'J,fi' EAGLE vaLLEY saN'!raflo . u^''- QflF
!lr. Stan Berrynan
Jantary 23, L990
Page Two
- On Novenbet 29, 1989, the UEVCSD Board tabled the decision ro
valve the L-L/2tt comercial sewer tap fee of $14,500 pending receiptof a proposed policy to deal lrlth the waiver of tap fees and other
issues involving l-ntergovernmental cooperatl-oD.
- IJEVCSD will note the 1-1/2" cornrnercial sewer tap of $14,500 as
a "receivablet' until such tine as Mr. Phillips and Mr. George concludetheir discussions and the uEvcsD Board of Directors either approves
the request to rtraive the tap fees, or deaies the request, in which case
the tap fee w-i11 be iz"nediately due and payable.
Should you have any questions about the status of this matter,
please contact me at your earliest convenience.
S Lncerely,
UPPER EAGLE VALLEY CONSOLIDATED
SANITATION DISTRICT
\.oqi. \- {*AA"q-
Fred S. I{as lee
District Regulati.ons Adnlnistrator
FSH: sk
cc: Willian B. George
Ron Phillips
Customer File
AGREEMENT
between
the TOWN 0F VAIL,
the UPPER EAGLE VALLEY CONS0LIDATED SANITATI0N DISTRICT
ANd thc VAIL VALLEY CONSOLIDATED WATER DISTRICT
THIS INTERGOVERNMENTAL AGREEMENT is made and entered into thi, lu* day ofTInlJtrAurrb-aa , 1987, by and between the T0ldN OF VAIL, a Colorado municipal
COTPOTATiON ('.the Town.'), the UPPER EAGLE VALLEY CONSOLIDATEO SANITATION DIsTRIcT,
a quasi-governmental entity ("sanitation District") and the vAIL vALLEy
CONSOLIDATED HATER DIsrRIcr, a colorado quasi-governmental entity (,,l{ater
Di stri ct" ) .
REC I TALS
1. The Town, the Water 0istrict and the Sanitation District wish to contract
together to provide for the wajver of certain fees between the Town and the
Di stri cts.
Z. This Intergovernmental Agreement is authorized pursuant to Section 18,
Article xIV of the colorado constitutjon and section zg-L-zor, et seq., c.R.s., as
' amended.
NOll|' THEREF0RE, in consideration of the mutual covenants, conditions and
promises contained herein, the parties hereby agree as fol'lows:
1. The Town shall waive during the term of this Agreement, for the Water
D'i strict and Sanitation District, the follow.i ng fees and costs:
A. Street cuts.
B. Recreation amenities.
C. C1 ean up.
D. Suilding perrnit.
E. Electrical permit.
F . Mechani ca1 permit.
G. Plumbing permit.
H. Design Review Board.
I. Si gn appl i cati on.
J, Planning and Environmental Commission appl ication.
2. The Water District and Sanitation Djstrict agree to pay the Town's direct
expenses for al1 plan reviews as per section 304(c) of the u.B.c. and wil'l comply
with Chapter 3 of the U.B.C. for application for a perm.i t. The Water and
sanjtation Districts agree to pay the Town's direct expenses for all building
inspect'i ons per Table 3-A, Chapter 3, of the U,B.C.
3. The Water Djstrjct and Sanitation Distrjct shall waive all tap fees for
public restrooms, park landscaping and drinking fountains on Town of Vail property.
These tap fees shall include irrigation tap fees, sewer tap fees and water tap
fees.
4. The Town of Vajl agrees to apply to the Water and Sanitation Djstricts
for necessary taps and comply wjth service line inspections and meter installatjon.
The Town of vail also agrees to pay nonth)y water and sewer service fees.
5. Termi nati on
Unless sooner terminated as provided for herein, this Agreement shall be
effectjve Decenber 1, 1987 and sha'l I termjnate Novernber 30, l9g9
Notwithstanding the foregoing provision, either party with or wjthout cause may
terminate this Agreement upon the giving of one hundred eighty (lg0) days prjor
wrjtten notjce of such terminatjon to the other respective parties. Notice shall
be deemed to have been given upon the mailing of said notice by unj ted states
-2-
certified first class mai1, postage prepaid, and addressed to the parties at the
respective addresses as shall appear herein or upon a change of address pursuant to
this notice provision. It is the intent of the respective partjes that thjs
Agreement shall be renewed for additional periods following the end of the initial
period, and unless one of the parties gives notice to the other parties at least
one hundred eighty (180) days prior to the end of the injt.i al period that such
party desires to termjnate this Agreement or to renegotiate the terms, thjs
Agreement sha'l 'l be automatically extended for an addjtional per.i od ef 2 years
each not to exceed a total of two (2) such extensions.
6. This Agreement does not and shall not be deemed to confer upon a grant to
any third party any right to claim damages or to bring any lawsuit, action or other
proceedings against either the Town or the Districts because of any breech hereof
or because of any terms, covenants, agreements or conditions contajned here.i n,
7. No modifjcation or waiver of this Agreement or of any covening condition
or provision herejn contajned shall be yalid unless in writing and du)y executed by
the party to be charged.
8. This written Agreement embodies the whole Agreement between the parties
and there are no jnducements, promises, terms, cond.i tjons, or other obligations
made or entered into either by the Town or the Districts other than those contained
herein.
9. This Agreement shall be binding upon the respective parties, their
successors or assigns' and may not be assigned by anyone without the prior wrjtten
consent of the other parties hereto.
10. The Town has represented to the Distri cts and ljkewise, the Districts
have represented to the Town that they possess the Iegal ability to enter into this
-3-
Agreement. In the event that a court of competent jurisdiction determjnes that any
of the parties hereto did not possess the legal ability to enter into this
Agreement, this Agreement shall be considered null and void as of the date of such
court determi nati on.
IN I'IITNESS WHERE0F, the parties hereto have executed this Agreement the day
and year fjrst wrjtten above.
TOWN OF VAIL
UPPER EAGLE VALLEY CONSOLIDATED
SANiTATION DISTRICT
VAIL VALLEY CONSOLIDATED l^lATER
OISTRICT
-4-
lown u IlflI
75 soulh lrontage road
vail, colorado 81657
(303) 476-7000
office of the town manager
Board of Directors
Upper Eagle Valley Consolidated Water District846 Forest RoadVail, CoLorado AL657
Dear Board of Directors:
At the August 26th upper Eagle valley consolidated sanitationDistrict meetingr.members expressed ln interest in forrnalizinga cooperative policy between the Town of vail and the oistric€,in respect to perrniL fees. The fown of Vail is interested inworking out a cooperative amangement with the Board. r wouldlike to invite Dave Mott and rnembers of the Board. to attend aTown Council work session on September j-sth at 2:0o p.M. fwill be calling Dave to confirrn- this date and to discuss inmore detail what the proposal should. include.
Thank you for your interest in this matter. r feel confidentthat we can develop an intergovernmental arrangement which willbe beneficial to both groups.
Septenber 2, 1,987
Rondall V. Phill
Town Manager
RVP: bpr
oI
Ms. Kristan Pritz
Town of Vail
Community Development
75 South Frontage RoadVai1. Colorado 81658
Re:South side of birm from Forest Rd. to Antlers - Landscaping(on the north side of Gore Creek)
Dear Kri stan ,
As I mentloned in our phone conversation today, the landscapingof the birm has been an ongoing problem for several years. I haveattached but a few of the Ietters concerning this matter, and asyou can see they,date back as far as 1983.
Now that we are finally getting the bike path along thecreek that has been planned for several years, I feel it istime to readdress the problem.
We are certainly glad to hear that Vail Associates hascommitted to landscape their portion of the birm. I spoke withMr. Ted Ryczek today to discuss with him that V. A.ts intentionis to put topsoil and seed the entire south side and plant"trees.
mentioned the unsightly metal culvert pipe that sticks out quitefar on the south side of the birm, and he agreed to cut this off.
Howe he tow ow a dded a second culvert oioe below th
oes under the ike ath. and it sticks ou
The remainder of the problems of the area rest with theMarriott Mark Resort. In the summer of I984 we addressed Mr. PeterPatten on the problems with the unsightly birm and several pipesextending way out from the bank. We were assured that the Marriott
woul"d not recieve the certificate of occupancy for their newwing until tleir landscaping was acceptably completed. Granted theydid a beautifuJ. job on what they can see, but Ieft the south facingproperty looking like a junk yard. Their pipes were never cutoff, and their late fa11 trlandscapingI resulted in a thistle and
weed patch with a few strips of burlap blowing around in the wind.I think enough growing seasons have now past since the letter attachedfrom I984 to prove that there is no sign of acceptable vegitation.Perhaps it would be proper at this time to puIl out the Marriottrslandscaping pIans.
I have several file photos of the bank area before theMarriott began their construction that show a very green andvegitated area, that is certainly not what they left after theirconstructi on. AIso j ust a couple of weeks ago I took anotherro11 of firm of this area which shows the complete lack of vegitation.I will be happy to bring them in to show you if you would like toset up a meeting for some time after Thanksgiviflgr its we will beout of town until then.
0ctober 24, I986
t d:I.{t^
workin
o
I think now is the time to start putting the pressure on
the Marriott to clean up their bank. The new btke path is going
to become a very important focal point for the area from the Westin
to Lionshead. It is going to open up one of the prettiest parts
of Gore Creek for the enjoyment of everyone in the town, and itwill be ashame to let this one area of neglect be a blemish.
The path hardly had its first cut in it before we noticed people
walki.ng alorg it, so I donlt thlnk there is any doubt that it
will get a great deal of use.
Thank you for your assistance in this matter, and please
call on me if you need any help, including taking the matter
to the Vail Town Council.
Sincerely,
Mrs. Cindy 3acobson
765 Forest RoadVail, Colorado 81 657
47 6-5957
cclCFJ
/Mr. Paul Caldwell
75 soulh frontag€ road
vail. colorado 81657
(303) 475-7000
September 29, 1984
offlca of communlty developmenl
G'l en E'l I i son
Land Designs by Ellison & Company
Vail, Colorado 8.l657
Dear Glen,
Re: Marriott Mark Landscaping
I want to express my appreciation for recently seeding the berm on the
southernmos! p9!t of the Marriott Mark project in response to my request.I think with this seeding, the landscape plan'is a veiy nice additidn to thearea. I was wondering if.you might be able to accompl'ish one small finishingtouch on the project in the area of the southwest coi^ner of the tenniscourts. This area still has some exposed fill and some piastic culvertswhich stick out excessiveiy from the berm. The neighbori across the street
have contacted me regarding this, as well as the uniepaired cut through the
berm on vail Associates' property immediately adjacent to the southweitcorner of the Marriott property.
I_was wondering'if this small completion task could be taken care of as partof your participation in that project. I will be writing to vail Associatesto encourage them to repair the berm on their property this fall. Again, Ithink the Marriott Mark landscaping plan that you've designed and initalledis a very positive improvement to the area, and I appreciate your on-go.i ng
cooperation with us in this matter.
Very sincerely yours.
A. Peter Patten, Jr.
Acting Djrector Community Development
APP: bpr
Sincerely,f,er<L
Ted Ryczek \J
cc: Bob Parker
Upper Eagle Va11ey \fater & Sanitation District
TR/ao
4--3t
\AilAssociafesrhrc": Geato,rs and Opcrarcs of Vait ana n"rk O..t
November 25, 1983
Pete Burnett
Town of Vail
75 South Frontage BoadVail, Colorado 81658
Dear Pete:
This letter is to inform the Town of Vail of VaiL Associates
committment to landscape the south and south west berm of the area
known as the ltrest Day Skier Parking Lot, Tract B Morcus Subdivision.It is our intention along wlth the Upper Eagle Valley ll'ater andSanitation District to mulch and seed the berms and to plant treesor shru6ery where appropriate. Vail Associates will be responsiblofor the maintenance of the area.
Landscaping construetion will start at the earliest timepossible in the spring of 1984.
bst Office Box 7 . Vail, Colorado 8t658. (303)476-5@l
kxl \,s\.,
lln I
l;ulI[HIi O
office of the tor';n manager
August 23 ' r.977
box 100
vail. colorado 81657
(3031 476-5613
Alfred Uihlein, 1"1 .D.
Box 755
Vail , Colorado EI('57
)ear Dr. Uihlein:
As a follol.r-up to your letter and our subsequent conversations
regarding impioven,ents to I'lest Forest Road, the following
it6ms at" being resolved or are scheduled to be resolved in
the near future.
1. children plafing and 15 mph traffic control signs
are being erected at agreed uPon locations'
2. l'Jest ilorest Road rs being resurfaced as a part cf
the To','mt s capi'"al i:-.;rove;.ent Progran, and at
that time "speed control iips" wj-ll be installed'
3. I have nc-.if ied the Co;rr,uni--y Developmen'- De:artnent
about apparent zoning violatiors at the Sheppard
House located at 600 Fores-. RcaC - i'le are in the
process of serving a inunicipai suii:r'ons for a11e9ed
violations and are Pul:suinq the advisability of
injunctive relief (see encl-osed ccrrespondence) '
4. i;e are i,.,uciEetirtg iioiries ii: i-,e>:t i'ear's (i973)
budget to landscape the aoproach -'- o Forest Road
th" =",'t.ge treatment f acilir-y and Town yard'
. 5. The gasoline stcrage tanl<s for the slruttle buses
r+i1l be moved from the Iirest Lionshead Parking lot'
hot"'ever, it appears that ''-:'ie buses r'rill have to
remain there ior another \\'in.-er until completion
of our nerv Public works facilitY.
I appreciate your calling those matters to my attention and your
patience in their f ina] resolution.
-IF--=:--
l
E
t
ra,
o
75 soulh fronlage road
vail. colorado 81657
(303) 476-7000
September 19, 1986
olflce of communlly developmenl
!
Mr. Paul Caldwell
636 Forest Road
Vai1, Colorado 81657
Re: Seeding of the Vail Assocjates, Inc. berm
Dear Paul:
I am happy to inform you that Vai'l Associates is going to landscape the berm
below the west day parking lot. Work should begin by September 24, 1986. I
have enclosed the Vail Associates letter confirming their landscape plan. If
you have any further questions concerning this matter, please feel free to call
ne at 416-7000, ext 'l ll.
Si ncerel y ,
ldisf*f.+
Kristan Pritz
Town Planner
KP: br
cc: Larry Litchliter
Dave Mott
Pete Burnett
o
Vail Associates, Inc.
Creators and Operators of Vail and Beaver Creek
September 11, 1985
Ms. Kristan Pritz
Town of VaiI
Community Development
75 South Frontage RoadVail, Colorado 81658
RE: LANDSCAPTNG OF WEST DAY LOT
Dear Kristan,
Vail Associates plans to begin landscaping the Vitest
Day parking lot this fall. We intend to spread top soilover the entire unlandscaped portion of the berm. We willthen jute the steep south facing bank and seed the topof the berm and the west side facing the Upper Eagle Valleybuilding with a native grass. There will be a quick coupleradded to the end of the current irrigation system to qrater
the seed and jute on an as-needed basis. Our intent isto provide a natural vegetation on the unlandscaped areaof the berm.
Next spring we plan to overseed the berm to fill outthe vegetation and plant some trees randomly spaced. We
hope this plan is agreeable to the Town of Vail and thatit will improve the visual appeal of the overall area.
If you have any questions concerning this matter,please feel free to contact me.
Sincerely,
6il/ 4r';',-,""-'-Bill- SirnmonsVail Associates, Inc.
BSlk1
cc: Larry Lichliter
Ted Ryczek
Pct Offic Box 7 . Vail, Colonado 81658. (n3)47Gffi1
t-
75 south lrontage road
vail, colorado 81657
(3Os) 476-7000
August 6, 1986
Mr. Paul Caldwell
636 Forest Road
Vail, Colorado 81 657
Re: Seeding of the Vail Associates' berm
Dear Paul:
olllce ol communlly developmenl
Thank you for your letter concerning the landscaping of the berm surrounding
the Nest Day Skier Parking Lot. The Community Development office did not
receive a notice of the'l etter from Ted Ryczek which indicated that Vai'l
Assocjates was comnjtted to landscaping the south and southwest berm of the
area known as the West Day Skier Parking Lot. l.le are in the process of working
with Vai'l Associates and the Upper Eagle Valley Water and Sanitation Djstrictto arrive at a final parking solution. It is my understanding.that at this
time the Upper Eagle Valley Water and Sanitation District is considering
locating a parking structure on top of the west port'i on of their building. Ifthis proposal is approved by the Planning Commission, the parking on the east
side of Forest Road would no Ionger be needed.
I plan to send a copy of your'l etter, the letter to Pete Burnett from Ted
Ryczek, and this letter to Larry Litchliter. It appears that an agreement was
arranged which would complete the landscaping. Regardless of what Upper Eag'le
Val1ey does with their parking, it appears that VaiI Associates was willing to
landscape this area. As soon as I hear from Larry Litchliter as to whether or
not they plan to follow up on this letter, I will let you know. If you have
any further questions, please feel free to cal'l me.
Si ncerel y,t/ \ {-\-r
trrYbn Yot
Kristan Pritz
Town Planner
KP: br
Larry Litchliter
Dave Mott
Pete Burnett
cc:
l-o a fi i, *'ld'\L'7' tU
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:
. Crcamrs ard Opcrators of \Ail and Bcat CrJ
November 25, 1983
Pete Burnett
Town of ValI75 South Frontage BoadVail, Colorado 81658
Dear Pete:
This letter ls to inform the Town of vail of vair Associatescomnlttnent to landscape the south and south west berm of the area
!,1own as the West Day Skier Parking Lot, Tract B Morctis Subdivisir_.iri.
It ls our intention along wlth the upper Eagle va1Ley 'llrater anclsanitat_+on District to murch and seed- the b6rms and io plant treesor shrubery where appropriate. vail Associates will be responsiblr,for the mal-ntenance of the area.
Landseaping eonstructlon will start at the earliest tinrepossible in the spring of 1984.
Sincerely,
Ted Ryczek
cc: Bob Parker
Upper Eagle Valley l,fater &Sanitation District
TB/ao
I
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hst Offfce Box ? . Vail, Cobrado el6Sg.t303),{io-S60r
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WATER ANO SANITATION DISTRICTS
846 FOREST ROAo . VAIL, C0IORADO 81657
(303) 475 7480
June 30, 1986
Kristan Pritz
Town Planner
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
RE: PARKING FOR UPPER EACLE VALLEY CONSOLIDATED SANITATION DISTRICT
Dear KrlsCan:
The Upper Eagle Valley Consolldated Sanitatlon Dlstrict Board of DLrectors voted
ln favor of pursulng a permanent parklng solution located on the roof of the Vail
Wastewater Treatment Plant. As soon as we have conpleted a atructural feasibillty
and cost study, I will be in touch with you regarding the apProPrlate approval
process.
Thank you for your input.
DATED SANITATION DISTRICT
General Manager
DEM: das.82
xc: Larry Lichllter
r ll paFTrcrparlxc DrsrRrcrs - aRRowHEAD METR. warEFr . avoN M'TRo wa rER a BEAVER CREEK METRo warER . BERF' .REEK METRo wota* 7fl)1
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EAGLE''A'!L MErRo w"'u""o*"*ll,Ii]::y::'":;::J;TH:x"":'ilT:1":Tff*H"ALLEY coNsoLrDArED saN'ra'oN
@
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luwn u
y{Wt|r7 frA
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75 south lronlage road
vail. colorado 81657
(303) 476-7000
June 18, 1986
offlce of communltY developmenl
Mr. Dave Mott
General Manager
Upper Eagle Va1'ley Consol idated Water and Sanitation D'i strict
846 Forest Road
Vai1, Colorado 8.l657
Re: Parking for UEVCWSD
Dear Dave:
The llJater and Sanitation building is located in the Pub'l ic Use zone district.
Under this zone district, it'i s required that any changes to the existing
development plan for the property go through a conditional use review before
the Plann'i ng Commission. I have enclosed the appliction form for the
condjtional use revi ew and a list of meeting dates for Planning Commission.
The staff has also reviewed the parking area east of the Sanitation building.
Staff is requesting that the hillside areas from the Frontage Road down to the
parking area and from the parking area over to the chain'l ink fence to the east
be cleaned up and seeded. Parking bollards should be provided along the
northern edge of the parking area to delineate the spaces. Parking shou'l d also
only occur on the north side of the graveled area. An access agreement shou'l d
be submitted to the Town Council for their approval . Approval from Vail
Associates should a'l so be obtained for the parking spaces on the north end of
the site.
P'l ease'l et me know by June 30th which parking alternative you wish to pursue.
If you decide to continue to use the east parking area, the irnprovements and
agreements shou'l d be completed as soon as possible. If you have any questions
about the review processes or submittal , please feel free to call me.
Kristan Pritz
Town Pl anner
KP: br
Encl osure
Si ncerely,
/n*,,\irr
/
4:i
75 soslh lronlage road
v3it, colorado 81557
(303) 476-7000
June 18, i986
i'ir - Dave ltro'ut
General ltianager
Un:per Eag'l e Va1 1ey Consol'i cjated lrtater
tl6 Fores'u Road
Vai 1 , Co'l oraco 81 657
oif ice of communllY
and Sanrtaiion District
a
Parking for UEVCVISD
:;:;; ;;;-':;;;;-e;;.;='..-o' submiital , pi .'=" f ee1 f ree to cal'l r.e'
De a:' Dave :
The .rlaier anci sanitation bui'lciing is locaied in ihe Publ ic use zone disirict'
lnder -r-his zone ii=t.i.l,-it is iequired -"hat any cnanges-to the existing
ce,.,elcp;:,ant pian for ii.'ptop".t-v go-ihrough a concii*'ional use re'iew befcre
the pl ann i ng ccnmi ,ri on. ' I irave- eic] osed ihe appl i cti on form for the
conditiona.l use ,eviei"and-a 'l ist of meeting dates for Planning comm-ission'
The siaff has also reviewed the parklng ai'ea east of the sanitation bui'ld'i n9.' :
Siaff is requesting iir"i tft" hiliside ireas frcim the Frontage Road down.to ihe,
parkingar^eaandfromtheparkingarea.overto.uhechain.linkfencetotheeast
be c'leaned up and r".a.a-'p""fiig bol'lards should be provicied a1 ong ihe
ncr'uhern edge of the parking area. to de'lineate the spaces' Parking shou'ld -a-lso" '--
cnly occur on the no.lh ,id! of the graveled area. An uccess-afrein'ent-shlura;:"-,';'.'.
be submiited to the Town Counci'l for their appro\tal ' Approva'l from Vail''"'u ':';;t"'tr=,r";'.;
[r;;;;.";;-ii'r"uta "rio"t"-outained for ihe parkinE spaces on the 'ncr'th' lnd'.$1;f1i:1;
ihe site- , 1':''r"..,:*.'Si;;i:+-::..
F'] ease let ne know by June 30th which parking alternative,-vou wish to pursue':r ' "
ii you ieciCe to .oniinue to use the ".ti'p-iti"!--..", th-e ',rnprovenentf "nit"' - ''
a;:e::,:rts shoulc be comp'leted as 'oon-i' pcssible'- t-i yo:^h::i.,^:: questions
Ci --o-o] v+ ee. v.J t
i:';n Pl i::ie:^
ltli
75 soulh frontage road
vail, colorado 81657
(303) 476-7000
June 18, 1986
offlce ol communlty develoPment
Mr. Dave Mott
General Manager
Upper Eagle Valley Consolidated l{ater and Sanitation District
846 Forest Road
Vail, Colorado 81657
Re: Parking for UEVCWSD
0ear Dave:
The Water and Sanitation bui'l ding is located in the Public Use zone district.
Under this zone district, it is required that any changes to the existing
development plan for the property go through a conditional use review before
the Planning Commission. I have enclosed the appliction form for the
conditional use review and a list of meeting dates for Planning Commissjon.
The staff has also revjewed the parking area east of the Sanitation building.
Staff is requesting that the hil'l side areas from the Frontage Road down to the
parking area and from the parking area over to the cha'i n link fence to the east
be cleaned up and seeded. Parking bollards should be provided a'long the
northern edge of the parking area to del ineate the spaces. Parking shou'ld also
on'ly occur on the north side of the graveled area. An access agreement should
be submitted to the Town Council for their approva'l . Approval from Vail
'Associates should also be obtained for the parking spaces on the north end of
the site.
Please let me know by June 30th which parking a1 ternative you wish to pursue.
If you decide to continue to use the east parking area, the improvements and
a-oreenrents should be completed as soon as possible. If you have any questions
about the review processes or submittal , please feel free to cal'l me'
Sincerely,
i'r*, \.,';-?_
,li,'i'ii
Kri stan Pritz
Tcwn P'l anner
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:
INSPECTION REQUEST
TOWN OF VAIL
UES WED THUR
\/ PERMIT NUMBER OF PROJECT
READY FOR
LOCATION:
INSPECTI
oor, \-\\sN JoB NAME
MON
CALLER
BUILDING:
tr FOOTINGS i STEET
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
O ROUGH / WATERtr FRAMING
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING i .
INSULATION POOL / H. TUB .
SHEErRock r.rnfr- -
tr FINAL O.FINAL
ELECTRICAL:MECHANICAL:
tr trEMP. POWER tr HEATING
tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
FINAL
D APPROVED DISAPPROVED ,C REINSPECTION REQUIRED
CORffECTIONS:
*:,
DArE /-21 -?2- rNSpEcroR
5A% t
4o" ^o*
-.j i///
1,/
PEBMIT NUM
I
DATE
READY FOR
LOCATION:
ROFPR ECT
INSPE
CALLER
TUESMON WED THUR FRI
0-
^ry?#x#:,y
BUILDING:
O FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
!
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH,/ D.W.V,
ROUGH / WATERtr FRAMING
_ ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
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ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
I] HEATING
D ROUGH o
o
o
EXHAUST HOODS
tJ U\J SUPPLY AIR
x__E
Hrrrunr FINAL
/eeeaoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE /^27-42 INSPECTOR
T0: Community Development Department
FR0M: Kristan Pritz
DATE: 10/9/85
SUBJECT: Upper Eagle Va1'ley hlater and Sanitation District's parking
area to the east of their bui'l ding.
At this time, the approval of the access easement and park'ing situationto the east of the Upper Eagle San District building is in limbo. Vail
Associates, who owns the area of land that the Sanitation District would
be.parking on is in the process of negotiating with Upper Eagle Valley.Vail Associates is offering a 5 year lease contingent upon Upper Eagle
Va11ey landscaping the entire berm area above the parking. vail Associatesis agreeing to maintain and provide sprinklers for this area. Until thisnegotiation is finalized, the Town should not proceed with the access
easement.
lown n l|al
75 south |tonlage foad
vail, colorado 81657
(303) 476-7000
June 26, .|985
otflce ol communlty development
Mr. Dave Krenek
P. E. Technical Director
Upper Eagle Valley l'later and Sanitation Districts
846 Forest Road
Vail, Coiorado 81657
Re: Sanitation Parking Lot
Dear Dave:
I have reviewed your submittal for the access easement to the Sanjtation
District parking lot and the landscape p1an. Bill Andrews will be con-
tacting yoU concerning a survey for the easement. l|le will need a full
survey-f-or th'is agreement. 0nce the lease agreement has been reviewed
by our Town attorney, Larry Eskwith, and we receive the survey, we will --sihedule this for an evening Town Council meeting. The landscape plan will
be reviewed at our next Design Review Board meeting on July 17. This
meeting begins at 2 o'clock in the afternoon and it is necessary that you
attend-the meeting, I also encourage you to address the drainage problem
on the east side of the berm above the parking area.
Please let me know if you have any further questions.
Si ncerely '
Kristan Pritz
Town Planner
KP: br
Uppen Elcle Vnllgv
WATER AND SANITATION DISIRICTS
8t6 FOREST ROAD . valL. COLORAD0 81657
(303) 476.7480
June 21, 1985
Town of Vail
Planning Department
P.O. Box 100
Vai I, CO 81658
Dear Sirs:
This letter is in regard to the Vail Water and SanitationParki ng Access Easement, across from our offices on Forest
Road.
Enclosed is Exhibit A, which is a diagram of the easement,per agreement of discussions in the FalI of 1984.
Also enclosed is a copy of the Lease Agreement we will havewith Vail Associates. We have enclosed the landscape andsprinkler plan, per agreement with all parties, as well.
All the work for this project is planned to be performedduring the Surnmer and Fa1l of 1985. t{ork will start whenthe agreements have been signed.
Please sign and return these agreements at your convenience.
S i ncerely,
UPPER EAGLE VALLEY CONSOLIDATED
SANITATION DTSTRICTntUr* /""*^(
David L. Krenek, P.E.Technical Director
DLK: rls
Enclosures
t ll pARTrcrparryc orsrRrcrs - aRRowHEAD METRo warER. AVoN METRo warER. BEAVER CREEK MErRo warER . BERRv cREEK METRo wotr^ Zlh\
O\
EAGLE'vArLMErRow""*''"*""ii,fil::y:::::,_r::ffTf:TJ'Jff:',:Tff*";:""*'vcoNsoL'oarEDsaN'ra'oN
@
LEASE
Th i s Lease, dated the _ day of _, i s by and
between Vail Associates. rnc. a C6T6rado corp6Eaion ( "VAI'r )and Upper EagIe Va1Iey Consolidated Sanitation District
( "uEvcsD" ) .
For and in consideration of the agreements herein
contained, the parties hereto agree as follows:
1. DEMISE OF PREMISES. VAI leases to UEVCSD and
UEvcsD leases @roperty located within the
Town of Vail, Eagle County, Colorado, near the West Day Lot,as outlined in red on Exhibit A attached hereto and made a
Part hereof ( the "Premises").
2. TERM. Thi.s Lease shall commence on the lstday of June, -I5E'F and shall continue for 99 years unlesssooner terninated as provided herein.
This Lease would be terminated if usaqe of thisfand changes to anything other than a parking 1ot.
3. USE. UEVCSD will utilize the Premises for thesole purpose offiroviding parking for its employees. Duringthe term of this Lease, UEVCSD shall maintain the Premises.This Iease would be terminated if the usage of this land
changes to anything other than a parking lot.
4. CONSIDERATION. As consideration for UEVCSD's
use of the pr6frfEEEl-TEVeEb shall make certain improvementsto the Premises as set forth below (the "ImDrovements" ).
b.
a. UEVCSD shall
lot ;
UEVCSD sha1lthe West Day
scape design
dated October
construct a paved parking
seed or jute that portion ofLot berm outlined on land-by Land Designs by El1ison,
1 , 1984.
c. UEVCSD shall plant trees spaced as shownon landscape plan, dated October 1, 1984.
UEVCSD shaIl complete the Improvements to thesatisfaction of VAI on or before October 31, 1985.
5. VAI CONSIDERATION.As consideration for
UEVCSD landscaping the berm, VAf shal1 make certain
improvements to the Premises as set forth be1ow.
a. VAI would pay for installation of an
underground sprinXer system as shown on
landscape plan by Land Designs by ElIison.
b. VAI would maintain all landscaping on the
berm, while UEVCSD would maintain all sodand landscaping immediately around theparking lot.
6. TOV CONTINGENCY. This lease is contingent
upon rov prov@ (Exhibi.t A, dated June 21 ,
1985 ) eo UEVCSD to access the parking spaces on vAIproperty.
7. INDEMNITY. In consideration for the use ofthe Premises,TEVeED--E6reby agrees to indemnify, defend andhold harmless vAI , its respective agents, affiliates,
1333"'", u.,o Qt"."nVAI and UEVCSD
officers, directors, servants and employees, of and from anyand all liability, claims, demands, actions and causes ofaction whatsoever ( incl-uding, without lirnitation, reasonable
attorneys t fees and expenses and costs and expenses reason-ably incurred i n invest igating, prepari ng or defendingagainst any Iitigation or claim, action, suit, proceeding or
demand, if any kind or character), arising out of or relatedto any loss, damage or injury to person or property, includ-ing death, that may be sustained by UEVCSD or any of its
employees.
This i.ndemnity shal1 be binding upon the succes-sors and assigns of UEVCSD and may be pled by VAI in anyaction brought, or claim made by or on behalf of UEVCSD as acomplete bar and defense claim, demand, action or cause ofaction by or on behalf of UEVCSD relating to the use of the
Premi ses .
8. fNSURANCE. UEVCSD shalL, at its own cost andexpense, maint-Ti-Ti--T811 force and effect during the termof this Agreement, the following policy or policies of
i nsurance:
Comprehensive general liability insuranceincluding prernises operations, products/
completed operation hazard, contracturalinsurance, broad form property damage,independent contractors and personalinjury with linits of $1,000,000 for all
damages arising out of any one occurrenceof bodily injury including death at anytime resulting therefrom and $1,000,000for all damages arising out of injury toor destruction of property in any oneoccurrence.
b. Workerr s Compensation Insurance in accord-ance with the provisions of the Workerrs
Compensation Act of the State of Colorado.
Certificates of such Insurance acceptable to VAfshall be filed with VAI prior to commencement of thisAgreement. These certificates shall contain provisions thatcoveraltes afforded under the policies will not be cancelledor materially altered without giving VAI thirty days, priorwritten notice. vAI sha1l be named as additional insuredunder the policy referenced above as its interest may
appear.
9. TERMINATION. This lease wourld be terminatedif the usage oE--tE'fs Tena changes to anything other than aparking lot.
10. MECHANIC'S LIENS. UEVCSD shatl pay for allwork performe@ion with the preriises on thefmprovements as shown on the landscape plan dated October 1,1984. UEVCSD sha1l keep the Premises and the Berm free andclear of aII mechanic's liens and other liens on account ofimprovements done. Should any liens be filed or recordedagainst the premises or the Berm or any action affecting thetitle thereto be commenced, TOV shalI give VAI writtennotice thereof. UEVCSD shal1 thereafter cause such liens tobe removed of record within 35 days after the filing of theliens, and if not so released shalI pay VAf as additionalrent $500 per day such lien exists or provide titleinsurance around or post an appropriate bond. If a finaljudgement establishing the validity or existence of any lienfor any amount is entered, UEVCSD shall pay and satisfy the
same at once.
11. ASSIGNIqENT. UEVCSD sha1l not assign, convey,mortgage, hypdEEEEEIE-6f encumber this lease or .ny interelt
a.
Page 3
Lease By and BetweenVAI and UEVCSD
herein or sublet all or any part ofor permit the Premises or any partothers without the orior written
i nstance .
the Premises, or sufferthereof to be used byconsent of VAI in each
12. NOTICES.A11 notices or communicationsreqrrired by tETs tease shall be in writing and may be handdelivered or sent by first-class mail, postage prepaid tothe address of VAI and TOV set forth under their respectivesignatures. A11 mailed notices shall be deemed effective
when maiLed.
13. MISJE[aNteqq. (a) rf any provision of thisAgreement srrail-]?6i-E-TE i11egal , invalio or unenforce-able, the remainder of this Agreement shall not be affectedthereby.
(b) No amendment, alteration, modification ofor addition to this Agreement shall be valid or bindingunless expressed in writing and signed by the party orparties to be bound thereby.
(c) The captions of each section are added asa matter of convenience only and shall be considered of noeffect in the construction of any provision of thisAgreement.
( d) Should arbitration or litigation occurbetween the parties relating to the terms, covenanfs andconditions of this Agreement, all Iitigation expenses,collection expensesr witness fees, court costs andattorneys' fees incurred by the prevailing party shall bepaid by the non-prevailing party to the prevailing party.
(e) This Agreement shall be governed by andinterpreted in accordance with the laws of the State ofColorado.
( f ) Any and al l warrant ies , provi s ions ,rights and obligations of the parties herein described andagreed to be performed, srrbsequent to the expiration orearlier termination of this Agreement, shall- survive theexpiration or earlier termination of this Agreement.
(S) This Agreement contai ns the entireagreement between the parties and supersedes any and al1prior agreements, proposals, negotiations, and rbpresenta-tions pertinent to the Services to be performed hererrnder.
(h) Successors and Assigns. The covenants,conditions and agreements contained in this Agreement sha1lbind and inr:re to the benefit of the parties, theirsuccessors and, subject to Paragraph 11, their assigns.
EXECUTED this day of , 1985.
vArL ASSOCTATES, INC.
By:Larry Lichliter
P.O. Box 7Vai1, Colorado 81658
ATTN: Legal Services
. i333.n", u,.,a Q.'0...VAI and UEVCSD
TOWN OF VAII,
By:
78 S. Frontage Rd. W.Vail, Colorado 81657
UPPER EAGLE VALLEY CONSOLIDATED
SANITATION DISTRICT
By:
Edmund H. Drager, Jr.
Chairman of the Board
846 Forest RoadVai1, Colorado 81657
o
75 soulh trontage road
yail, colorado 81657
(303) 476-7000
June 26, .l985
ofllce of communlly developmenl
Mr. Dave Krenek
P.E. Technical Director
Upper EagIe Val'ley Water and Sanitation Districts
846 Forest RoadVail, Colorado 81657
Re: Sanitation Parking Lot
Dear Dave:
I have reviewed your submittal for the access easement to the san.i tationDistrict parking lot and the landscape pl an. gill Andrews will be con-tacting you concerning a survey for the easement. we will need a fullsurvey for this agreement. 0nce the lease agreement has been reviewedby.our-Town.attorney' Larry Eskwith, and we ieceive the survey, we willschedule thjs for an evening Town council meeting. The lindiiipe-piin willbe reviewed at our next_Design Review Board meeting on July lz.' rirlsmeeting begins at 2 o'clock in the afternoon and it is necLssary that youattend the meeting. I a-lso encourage you to address the drainage probiemon the east side of the berm above ihe parking area.
Please let me know if you have any further questions.
Sincerely,l/.\ f).1
lrrrhn [rrf{
Kristan Pritz
Town Planner
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75 south lrontage road
veil, colorado 81657
(303) 476-7000
June 28, 1985
Dave Krenek, P. E-
Upper Eagle Va11ey |Jater and Sanitatjon Dist.846 Forest Rd.
Vail, Co. 8i657
Re: l{a'ler and Sanitation District parking Lot[ast of Forest Rd.
S i nce rely ,
Dear Dave:
Our Torvn Attorney has had time to revier^r your iease agreernent forthe parking area east of the |nlater and sanitation oisirici-uuiiding.The type of egreement that is needed is an access easement agreement.The lease agreement is not the correct agreement for the puikingarea. If you have further questions aboJt how the ugr.ur[nt shouldbe written, please call our Town Attorney Larry rstiith or'mvsett.
Ktlo*,flh
Kristan Pritz
Tovln Planner
' '_!-:,*'Fr-:ti--::Es-"*:'!l:'::_.gT::5'ii-F,rg -nu 'r{r* iIEA!'ERtFIEEK M!. r Ro warER a SERRV CREEK MEtRo WATEREASLE-VAIL METRO WATER O EO\/VAROS METRO WATER
' LA}<E CREEK MIADOWs WATER
' UPPER EAGLE VALLEY CONSOLIOATEO SANITATION
of f ice of communlty developmenl
VAIL VALLEY CONSOLIDATEO WATt-R
'
VAIL WAIER ANO sANTTATION
This Lease, dated the day of , is bV andbetween Vai I Associ ates, Tnc. a Colorado corpT-rat i on ( "VAI " )and Upper Eagle VaIley Consolidated Sani hation District( |'UEVCSD', ) .
For and in consideration of the acJreements hereirrcontained, the parties hereto agree as follows:
t. DEMISI OF PREMISES. VAI leases to UEVCSD anduEVcsD leases @roperty located wi thi n r-ireTown of Vai I . Eagle County, Colorado, nea_i: the West Day Lot ,as oLltlined in red on Exhibit A attached hereto anc made apart hereof ( the "Premises").
LEAS E
. TERM. This Lease shall
,1985 and shall- continuenated as provided herein.
ccmmence on the lst
for 99 years r-rnless
zday of June
sooner termi
This Lease would be terminated if usage of thisland changes to anything other than a parking 1ot.-
3. USF.. UEVCSD will utilize the premises for thesole purpose o?lroviding parking for its ernployees. Durlngthe term of this Lease, UEVCSD shall maintain Lhe premises.This lease would be terminated if the usage of this landchanges to anything other than a parking lot.
4. CONSIDERATION. As consideration for UEVCSD,suse of the erGTsEEll-TEVGD shall make certain improvemenrsto the Premises as set forth below (the ', fmprovements,' ) .
UEVCSD shaIl construct a paved parking
1ot ;
UEVCSD sha1l seed or jute that portion ofthe West Day Lot berm outlined on land-scape design by Land Designs by EIlison,dated October 1, 1984.
c. UEVCSD sha11 plant trees straced as shownon landscape p1an, dated October 1, 1984.
UEVCSD shalt ccmplete the Improvements to thesatisfaction of VAI on or before october J1. 19a5.
5 . VAI CONSIDERATION.As cons ideration forUEVCSD landscaping the berm, VAI shall make certainimprovements to the Premises as set forth below.
VAI woul-d pay for installation of anunderground spri nker: system as shown onlandscape plan by Land Designs by Ellison.
\/AI would maintain aII landscaping on theberm, while UEVCSD would maintain alI sodand landscaping immediately aror:nd thepark i ng 1ot .
h
h
6. TOV CONTINGENCY.upon Tov provffi
1985 ) to UEVCSD to accessproperty.
Thi s lease(Exhibit A,the park i ng
i c r-,'rnl_ i n/-6nF
dated June 21 ,
qn^ araq .\rr \/f, T
7. INDEMNITy. In consirleration f or: the use ofthe Premises,-TEvesD-T6reby agrees to inclernnifrr. defend andhold harmless VAI , i ts respect ive aqents , affi I iates ,
Pano ?
Le..l s c By and B
VAI and UEVCSD
o
e r_w een
officers, directors, servants and employees, of and from anvand all liability, claims, demands, actions and causes ofaction whatsoever ( includinq, wi.thout rimitation, r:easonableattorneys' fees and expenses and costs and exrrenses reason-ably incurred in .
jnvestigating, preparinq or defendingagainst any litigation or c1aim, action, suit, proceedino oidemand, if any kind or character), arising out of o. reriterlto any loss, damage or injury to person or property, includ-ing death, that may be sustained by UEVCSD or any of itsemployees.
This indemnity sha1l be binding upon the succes_sors and assigns of UEVCSD and may be pled by VAI in anyaction brought, or claim made by or on behalf oi UnVCSp as ucomplete bar and defense cJ-aim, clemand, action or cause ofaction by or on beharf of UEVCSD relating to the use of thePremi ses .
B . INSURANCE.expense, mai nt-Ef n -l n f- utof this Agreement, the
l nsurance :
UEVCSD shal1, at its own cost and1 force and effect during the termfollowing policy cr policies of
Comprehensi.ve general liability insrlranceinclu<ling premises operations, productsr/completed operat ion hazard , contractural
i nsurance, broad form property damage,
i ndependent contr:actors and personalinjury with limits of $1,000,000 for a1ldamaqes arising out of any one occurrenceof bodily injury including death at ant,time resulting therefrom and $1,000,000for aIl damages arising out of injtrry toor dest.ruction of property in any one
oc c rlJrrence .
b. Worker's Compensat ion Insurance in acccrd_ance rvith the prcvisions of the hTorker's
Compensation Act of the State of Colorarjo.
Certificates of such fnsurance acceotable to VAIshalr be filed with vAr prior to commenceirent of thisAgreernent. These certificates shall contain provisions thatcoverages afforded under the po1 icies r.rirl nit be cancelledor.materially altered without giving VAI thirty days, priorwritten notice. vAr sha11 be named as additional- insuredunder the policy referenced above as its i nterest mavappear.
9. TERMINATION.if the usage oE--tn-E-1a;aparking 1ot.
This lease would be terminatedchanges to anything other than a
10. _MECHANIC'S LIENS. UEVCSD shalL pay for at1work performedffiion with the premises on thermprovements as shown on the landscape plan dated october 1,1984. uEVcsD shall keep the premises ino the Berm free andclear of all mechanic's liens and other liens on account ofimprovements done. Should any liens be f ile<l or recordedagainst the premises or the Berm or any action af f ecti.ng thetitre thereto be commenced, Tov snarr qive vAr writtennotice thereof. uEVcsD shall thereafter cause such liens tobe removed of record within 35 days after the filing of theliensr dnd if not so released str.tt pay vAr as arrditionalrent $500 per day such lien exisis- or provide titleinsurance arotrnd or post an appropriate bond. Tf a finalj udgement estabrishing the vaf irtity or existence of any lienfor any amount is entered, UEVCSD shall pay and satisfv thesame at once.
11. ASSIGNMENT IIEVCSD shall not assign, convey,
encrlmber this f ease or anv i nter.escmortgage, hypothecate or