HomeMy WebLinkAbout1.0 Site ApplicationI
SITEL)CATIuIYAPPLICATIOIYAIYD
ENGINEERING REPORT
WAS TEWATER TREATMENT FACILITY
THE RAPIDS ON THE COLORADO
GARFIELD COUNTY, COLORADO
DECEMBER,2OO3
Revised: FEBRUARY, 2004
PROJECT NO. 16454.C'01
PREPARED BY:
MARTIN/\4ARTIN, INC.
I24gg WEST COLFAX AVENUE
PO BOX 151500
LAKEWOOD, COLORADO 802 I 5
(303) 431-6100
PREPARED FOR:
THE RAPIDS DEVELOPMENT CORPORATION
2IO2 WEST ARAPAHOE DRTVE
LITTLETON, COLORADO 80 I2O-3008
PRINCIPAL-IN.CHARGE: ROGER SMADES, P.E.
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EXECUTIVE SUMMARY
MARTIN/MARTIN has been retained to prepare a "Site Location Application" and "Engineering Report"
for the Rapids Development Corporation for a proposed wastewater treatment facility located in Garfield
County, Colorado. This new facility is required to provide central wastewater treatment for an approved
platted subdivision as opposed to many individual sewage disposal systems (ISDS). The owner is in the
process of rezoning the property to PUD at two units per acre. The zoning regulations of Garfield
County, Colorado provides for the density to be increased above the underlying zoning'
The subdivision, as proposed, will consist of a total of up to two hundred forty two (242) dwelling units
(if rezoning is approved by the county) being constructed over a phased market demand build-out
schedule. The development will not include any commercial or industrial users to be connected to the
proposed wastewater treatment facility. The development will be located in the SW % of Section 4 and
the SE % of Section 5, T65, R91W, 6'h P.M., Garfield County, Colorado.
The Sequencing Batch Reactor (sBR) is the recommended wastewater treatment process. It is proposed
that the treatment facility will include preliminary treatment (headworks), one SBR unit, post equalization
basin, ultra violet (UV) disinfection, and aerobic sludge holding for a design flow of 0'045 MGD (based
on one unit per acre and l2l acres) at a construction cost of approximately $616,000. The annual
operating and maintenance (O&M) cost estimate in 2003 dollars will be approximately $57,140' The
generated biosolids will be hauled off-site, for treatment, reuse or disposal, by a state licensed contractor.
The Rapids Development Corporation will finance the construction of the wastewater treatment facility.
Upon completion of construction and certification that the facility is operating properly, Rapids
Development Corporation will operate the existing Rapids water systems and the proposed wastewater
treatment facility and will provide the annual o&M moneys required for facility operation. The Rapids
Development Corporation will hire a state certified wastewater treatnent and collection system operator
to operate, maintain, and manage the proposed wastewater treatment facility. The operator will report
directly to the president of the Rapids Development corporation.
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SITE APPLICATION COMPLETENESS CHECKLIST
Construction of New Domestic Wastewater Treatment Plants
Name of Project: Rapids on the Colorado
Applicant Name and Address: Rapids Development Corporation, Gene R. Hilton, President
2102W. Arapahoe Dr., Littleton, CO 80120-3008
Consultant Name and Address: Martin/Martin lnc., Roger H. Smades, Principal
12499 W. Colfax, PO Box 151500, Lakewood, CO 80215
Type of Project: New Wastewater Treatment Facility to serve the Rapids on the Colorado
Subdivision
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Section Elements Addressed on
Submittal Page
(Appticant)
Complete
@ivision)
22.4(t)Application submitted on proper form with
recommended action by all applicable local authorities
and planning agencies
Appendix K
22.4(r)(b)Adequate engineering report describing the proposed
new domestic wastewater treatment plant and showing
the applicants capabilities to manage and operate the
facility over the life of the project. The engineering
report shall address at a minimum items i through xiii
below.
Pagesl-8and
Appendices A-O
22.4(lXbxI)Service area definition including existing and projected
population, site location, staging or phasing,
flow/loading projections, and relationship to other water
and wastewater treatment plants in the area
Report Section
II, Pages I and 2
22.4(lXb)(ii)Proposed site location, evaluation ofalternative sites,
and evaluation of treatment alternatives
Report Section
VIII, Page 3
22.4(lXbxiii)Proposed effluent limitations as developed in
coordination with the Division
Report Section
III, Page 2 and
Appendix F
22.a(l)(bXiv)Analysis of existing facilities within service area(s)Report Section
XIV, Page 7
22.a(lXbXv)Analysis of oppornrnities for consolidation of treatment
works in accordance with the provisions of 22.3(l)(c),
including those recommended in the water quality
management plan, unless the approved water quality
management plan recommends no consolidation.
Report Section
XIV, Page 7
22.a(l)(b)(vi)Evidence that the proposed site and facility operations
will not be adversely effected by floodplain or other
natural hazards. Where such hazards are identified at
the selected site, the report shall descrllg rngenqpl-
Report Section
IV, Page 2 and
Appendix I
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G:\SMADES\RAPIDS\SITE AP\SITE APP CHECK LIST NEW WWTF.DOC
Page2
mitigating the hazard.
22.a(lXbXvii)Evidence shall be presented in the form ofa report,
containing soils testing results and design
recommendations and prepared by a Professional
Geologist and a Geotechnical Engineer, or by a
professional meeting the qualifications of both
Professional Geologist and Geotechnical Engineer, with
an appropriate level of experience investigating geologic
hazards, stating that the site will support the proposed
facility.
Report Section
VII, Page 3 and
Appendix L
22.4(1)(b)(viii)Detailed description of selected altematives including
Iegal description of the site, treatment system
description, design capacities, and operational staffing
needs.
Report Sections
II, VIII and XIII,
Appendix C
22.4(lXbXix)Legal arrangements showing control of the site for the
proj..t life or showing the ability of the entity to acquire
the site and use it for the project life.
Report Section
XI and
Appendix C
22.a(lXbXx)Institutional arrangements such as contract and,/or
covenant terms which will be finalized to pay for
acceptable waste treatment.
Sewer tap fees
are outlined in
Report Section
IX, Page 5
22.a(lXb)(xi)Management capabilities for controlling the wastewater
loadings within the capacity limitations of the proposed
treatment works, i.e., user contracts, operating
agreements, pretreatment requirements and/or the
management capabilities to expand the facilities as
needed (subject to the appropriate, future review and
approval procedures).
Report Section
XIII, Page 7
22.a(lXbXxii)Financial system which has been developed to provide
for necessary capital and continued operation,
maintenance, and replacement through the life of the
project. This would include, for example, anticipated
fee and rate structure.
Report Section
XII, Page 7
22.a( I )(b)(xiii)Implementation plan and schedule including estimated
construction time and estimated start-up date.
Report Section
XV, Page 8
22.a0)@)Where the site application indicates that a discharge to a
ditch or other manmade conveyance structure is
contemplated for the proposed plant, or that an
easement, right-of-way or other access onto or across
private properry ofanother person may be necessary to
construct the facility or to effectuate the discharge, the
applicant shall furnish to the Division evidence that a
notice of the intent to construct a new domestic
wastewater treatment Pl@
N/A
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owner of such private ProPerty.
22.aQ)@)Review comments on the site application and associated
engineering reports by the management agency, if
different from other entities listed below
N/A
22.4(2)(b)Review comments on the site application and associated
engineering reports by the county ifthe proposed facility
is located in the unincorporated area ofa county. The
county, through its commissioners or its designee, is
requested to review and comment upon the relationship
of the treatment works to the local long-range
comprehensive plan for the area as it affects water
quality, proposed site location alternatives including the
location with respect to the flood plain, and capacity to
serve the planned develoPment.
Appendix K
22.aQ)@)Review comments on the site application and associated
engineering reports by the city or town if the proposed
facility is to be located within the boundaries of a city or
town or within three miles of those boundaries if the
facility is to be located in an unincorporated area ofthe
county. The city or town, through its mayor, council or
its designee, is requested to review and comment upon
the relationship of the treatment works to the local
comprehensive plan and/or utility plan for the
community as it affects water quality, proposed site
location alternatives including the Iocation with respect
to the flood plain, and capacity to serve the planned
development.
Appendix K
22.4(2)(d)Review comments on the site application and associated
engineering reports by the local health authority is
requested to review and comment on local issues,
policies and/or regulations related to public health safety
and welfare as affected by the proposal.
N/A, County
22.aQ)@)Review comments on the site application and associated
engineering reports by the water quality planning
agency, ifdesignated or ifsuch function has been
delegated by the State, with regard to the consistency of
the proposed treaunent plant to the water quality
management plan
N/A
22.4(3)If the proposed facility will be on or adjacent to any
land owned or managed by a state or federal agency' a
copy ofthis application shall be sent to such agency.
Their review comments should be included with the site
application.
N/A
22.4(6)A picture of the public notification sign.Appendix N
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TABLE OF CONTENTS
L GENERAL INFORMATION AND PURPOSE.....'"... "..."""""'1
il. SERVICE AREA AND PROPOSED SITE LOCATION FOR WWTF.............--......."'....1
m. PROPOSED EFFLUENT LIMITATIONS.'......'...' """""""""""2
Iv. FLOODPLAINAIATURAL HAZARDS...........'..... """"""""""'2
v. W8TLANDS................ """"2
VI. CLIMATE """"'3
vu. GEOTECHNICAL REPORT... """""""'3
VIII. TREATMENT ALTERNATTVES....... ,.....""""""'"'3
Ix. ESTIMATED FACILITY COSTS.. """"5
x. RECOMMENDED TREATMENT ALTERNATIVE"""""" """"""""""""'6
xI. LAND OWNERSHIP OF SITE....'....' """""""""""'7
xII. FINANCIAL CAPABILITIES.'.....'.. """"""""""""'7
XIII. MANAGEMENT AND OPERATION ..""""""""""7
XIV. CONSOLIDATION OF WASTEWATER TREATMENT FACILITY ....."'"""' """""""7
XV. IMPLEMENTATION PLAN AND SCHEDULE ."""""""''"""8
XVI. CONCLUSIONS AND RECOMMENDATIONS. .....""'""""'""8
ADDENDUM NUMBER 2 _ INCOPJORATES ALL PRIOR CHANGES (PTOVidCd bY GENE R' HiItON)
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GENERAL INFORMATION and PURPOSE
MartinAvlartin has been retained by the Rapids Development Corporation to compile-various
information prepared by others uri pt"p*i, submit and pto"tss a Site Location Application and
Engineering Report, through the State Water Quality Control Division, and local governmental
agencies for review and aPProval.
The purpose of this document is to provide information to all reviewing agencies for the proposed
construction of a wastewater treatmint facility located in the SW %, Section 4' Township 6
South, Range 9l West of the Sixth Principal Meridian, Garfield County, Colorado. The proposed
developmeit serviced by this wastewater treatment facility will be fully residential, and will be
called The Rapids on the Colorado.
II.SERVICEARBA&PRoPoSEDSITELoCATIoNFoRwwTF
Proposed Service Area
The proposed WWTF will be designed to accommodate full build-out flows for the described one
hundred twenty one (l2l) u"r., oiplu*ed residential development. Other adjoining property has
been approvedby Garfield county for subdivision exemptions.
At the present time the existing population is zero, with a full projected build-out population of
423 by the year 2010, depending on market driven sales. A planning build-out schedule for
develoPment is as follows:
Year Dwelline Units Built
2OO4 20
2005 20
2006 20
2oo7 20
2008 20
2009 2r
121 Units total
Phasing, Siting and Flow Projections
The proposed wwTF will have a design capacity oJo.ojf MgD, and will be located on the
southwest open space area of the 121 acrep*".i of land that is proposed to be developed by the
Rapids Development corporation. The ptop".ty is situated in-,1 sw % of Section 4 and the SE
% of Section s, rownstip 6 south, Range 9i West of the sixth Principal Meridian, Garfield
County, Colorado.
Flow projections for the full build-out of l2l residential units at 350gpd = 42,350wd average'
Peak i{ourly flow at peaking factor of 3 :> 127 ,000 gallons'
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5 t;r
Other wastewater treatment facilities within a five mile radius of the proposed Rapids WWTF
are:
Town of New Castle - Approximately 2.5 miles northeast, upstream and across the
Colorado fuver.
Apple Tree Mobile Home Community - Approximately 1.5 miles northeast and upstream
along the Colorado River.
There are no other existing wastewater treatment facilities in the proposeddevelopment service
area. A brief analysis of tf,e facilities within a five mile radius (including Silt which is also
within five miles)is included in section XfV, in accordance with 22.3(c) for the purpose of
possible consolidation of facilities'
Water Supply
Wright Water Engineers has prepared a complete Water Supply_Analysis in accordance with the
prop"osed rezonin! of the Rapids on the Colorado subdivision. The results of this analysis are
included in Appendix E.
,d\, {
pRoposED EFFLUENT LrMrrArroNs
,_r,tfi[
Effluent parameters have been requested from the permits section of the water Quality control NtUY1y70
Division,s staff. A copy of the letter of request, with attachments, to the Permits Unit.of the _. nU J'
WeCD as well as a tatie showing the anticipated effluent limits is included in Appendix.l-' I he V t
,.rionr. identifying the preliminiry effluent limitations will be forwarded to all appropriate
pii.r upon r""Lipt. ffre response from the Permits Unit is included in the Addendum.
IV.FLOODPLAIN / NATURAL HAZARDS
N o suLH :ii!*,-
"fi{trffi'li[t'-The majority of the subdivision the
Colorado River as defined in
Map No. C-18 dated Decembef i. Site grading of the existing Rapids
on ih. Colorado 33lot subdivision has been certified to eliminate the floodplain from
development areas. There have been no known natural hazards identified on or near the proposed
site.
V. WETLANDS
There are no delineated wetlands on the site proposed for the wastewater treatment facility'
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vI. CLIMATE
The proposed Rapids on the Colorado residential development lies approximately two miles
southwest of the Town of New Castle on the south side of the Colorado River at an elevation of
5500 feet. The area is characterized by moderate winter and spring snowfalls, cold winter
temperatures and moderate summers. Monthly climatological data for Glenwood Springs (the
closest weather station to New Castle) is included in Appendix G.
I VII. GEOTECHNICAL REPORTll
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VIIL TREATMENTALTERNATIVES
The site chosen for the construction of the proposed wwTF is located in the southwest corner of
a tract of land situated in the SW % of Section-4 and the SE % of Section 5, T65, R91W, 6'h P'M',
containing I acre, more or less. No other sites were evaluated for the W'WTF location, due to the
topography of the site and vicinity to residents'
Three wastewater treatment alternatives were evaluated. Following are conceptual descriptions
of the altematives considered'
o Alternative 1: Sequencing Bath Reactor (SBR)
o Alternative 2: Activated Sludge Package Plant
o Alternative 3: Aerated Lagoon System
General descriptions of the three wastewater treatment alternatives for the Rapids on the
Colorado are Presented below.
Processes,
systems, or items "oofr;E *1, of tt. *utt"*ut"t treatment alternatives include preliminary
treatment, UV disinfection, odor control, solids heatment and disposal, and buildings'
The geotechnical report for the area of the proposed wastewater treatment facility was prepared
by Hl Geotech in March, 2003 and is included in Appendix L'
Preliminary Treatment. The preliminary treatment systemis designed to handle-peak
t ourty flows and includes a grinder, flow measurement, and influent channels for flow
diversion.
ultra violet Disinfection. A UV disinfection system is included for each alternative'
irr" w system is sized to handle the peak hourly flow. Benefits of lrV disinfection
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include operator safety, compact design, environmentally positive (no chemicals), and
minimal maintenance requirements.
Odor Control. odor control and ventilation are included in the preliminary treatment
systems, secondary processes, and sludge storage areas for all alternatives.
Solids Treatment and Disposal. Biosolids produced in the wastewater ffeatment
;;";;r will be hauled to a iertified disposaliacility. It is recommended that, due to the
small size of the facility, off-site treatment and disposal is a more feasible option'
Hauling, treatment, uri dirporul costs are included in the annual operation and
maintenance costs presented later.
Standby Power. A diesel generator will be included for standby power for each
alternative.
Detailed Description of Alternatives
Alternative l: SBR. The SBR system represents a variation of the activated sludge process' The
L.BR *""" by d*"loping a mixed culture of bacteria, which is effective in removing BOD,
coD, and nutrients comrionly found in wastewater. The SBR has the ability to act as an
equalization basin, aeration basin, and clarifier within a single reactor.
An SBR can treat flows ranging from a few thousand gallons to millions of gallons per day, and
does not allow influent wastewater to enter the reactoiduring the final aeration, settle and decant
;h;;";, thereby "."uring
a high quality final effluent. one of the key benefits of the SBR system
is the reuse Potential.
This system will be based on a peaking factor of 2. However, if flows exceed the maximum daily
no*, it. system will advance rycles f,om six cycles to eight.cycles per day, which can
accommodate the peak hourly flow with a peaking factor of 4'
principals of operation. The SBR utilizes a simple repeated time-based sequence, which
incorporates the following sequence:
o Fill - Influent enters for complete mix, then aeration for biological reactions'
o React - Influent flow terminated, while mixing and aeration continues'
o Seffle - Settle for solidsJiquid separation'
o Decant - Decantable volume removed by means of subsurface withdrawal'
completion of these four operations in the sequence described above constitutes a cycle' which is
then repeated. Ou.inlifre ieriod of a cycle, the liquid level inside the reactor basin rises from a
set bottom water level in response to a varying influent wastewater flow rate' Aeration ceases at
a predetermineO pe.itJ of the cycle to allow tf,e biomass to flocculate and settle under quiescent
conditions. After a tp".in. ,.t ling period, the treatedeffluent supematant-is removed
(decanted), using a moving weir decanter. This operation retums the liquid level in the reactor
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basin to the bottom water level. Surplus solids are wastes, as required, to maintain the biomass
,rrixea liquor suspended solids (MLSS) at the required level'
Although SBRs include flow equalization, a post flow equalization basin will be proposed to
providJa constant flow rate through the w disinfection system.
Alternative 2: Activated Sludge package Blant. Activated sludge package plants are typically
used for secondary t "utrn*Gf roia*tial domestic sewage. The package plant would consist of
two aeration basins, ,""onAu.y clarification, sludge holding tank, aerobic digester and chlorine
contact chamber. uv disinfection may be used in lieu of chlorine disinfection'
Principals of operation. The flow from preliminary treatment will enter the aeration
basins. There are two aeration basins foi ttris system since the flows will be fluctuating
due to start-up and development. In early y.u.i o. during winter months, only one basin
may be in uri *friJ sUorta provide bettei treatment of the smaller flows. The flow next
enters the cl#fier where solidJiquid separation occurs' The treated wastewater will then
flow to the disinfection system. the waste sludge will be tansferred to the aerobic
digester where further aeiation will occur. The biosolids will be pumped out of the
dilester and hauled to a treatment and disposal facility.
Alternative 3: Aerated Lagoon System'
.
An aerated lagoon wastewater treatment system was
reviewed fo, *u.t"*I6I}i-ilifor the Rapids on the colorado residential development'
However, it was determined that this altemative is not a viable solution for this project' The
aerated lagoon system facility will not be evaluated any fuither for the following reasons:
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. Requires larger land area.
o Proximity to residential development'
o The expected treatment is typically maximum 85-90 BOD removal'
o VisuallyunaccePtable.
ESTIMATED FACILITY COSTS
(SBR is recommended alternative)
A. Construction Costs
The preliminary opinion of probable consffuction costs for a 0'045 MGD sequencing batch
reactor process as previously outlined herein will be:
SBR Treatment FacilitY '$616'140
B. Operation and Maintenance Costs*
The yearly operation and maintenance costs for the wastewater treatment facility is assumed to be
in the range ofi
ElectricitYMaterials $1,000/Year
Testing $350/month
$425lweek
Sludge Hauling $8,000/Year
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operator Labor $21,840/year (at $3o/hour and728 hours/year)
This provides an annual cost of $!7,140 per year based on a flow of 0.045 MGD, which translates
to $:^g.lslmonth/tap. The certified operalor hired by the homeowners association will be
responsible for contracting a certified sludge hauler to perform all hauling needs'
X. RECOMMENDBD TREATMENT ALTERNATIVE
The recommended wastewater treatment facility for the proposed Rapids Development is a
Sequencing Batch Reactor System (sBR). The major components of an sBR are as shown
below:
PROCESS
r Headworks;Pre-Treatment
o Secondary Treatment
o Post-Equalization Basin
o Disinfection
o Aerobic Digester
DESCzuPTION
o Screening, Grinding, Flow Measurement
o SBR(Aeration & Clarification in single basin)
o To level flow pattern from SBR prior to
disinfection
o Either CLz or UV prior to discharge to
receiving stream (Colorado River)
o Sludge Holding Tank (assume2o/o) for hauling
to disposal
The SBR process was selected as the recommended treatment process based on the following:
o Small land area required
o Low cost - An SBR facility has the lowest capital cost and also can be operated with the
lowest operation and maintenance cost'
o Reliability - The system has the ability to continuously.operate for extended periods'
under varying "onditiom
and with minimal downtime due to major maintenance. The
SBR has ttre
"aUitity to produce consistent quality effluent under varying load conditions'
It includes equipment iedundancy to facilitate routine maintenance and capability to
operate during power failure and major maintenance'
o Flexibility - The SBR process can be adjusted to meet a.wide variety of influent
compositions and effluint requirements. The system offers redundancy, and capability to
handle Peaking flows.
o Regulatory compliance - The sBR will meet cDPHE's design requirements, and will
achieve a high qualitY effluent.
o Environmental Concerns - The SBR alternative has a smaller footprint and the SBR can
be covered more economically. Covering the system mitigates the potential for odor.
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XI. LAND OWNERSHIP OF SITE
The land where the proposed WWTF is to be constructed is currently owned by the Rapids-
Development Corporation. Please find the legal description, title commitment and proof of
o*r,"rririp of this parcel of land included in Appendix C of this report.
xrr. FrNAr\crALcApABrLrrrES - y!{rff trt'fd W
The Rapids Development Corporation will be financially responsible for the construction and
initial siart-up of the wwrF. (Reference Appendix tut - FTT:ial and Managerial certification).
Upon completion of construction and certification that the facility is operating properly, Rapids
nlvelopment Corporation will operate the existing Rapids water systems and the proposed
wastewater treatment facilitY.
o Expandability - The SBR has the ability to accommodate additional capacity expansions'
XIU. MANAGEMENT AND OPERATION
Upon approval of the "site Location Application," the Rapids Development_C_orporation will
construct the wastewater treatment faciiity. When construction is completed, Rapids
Development Corporation will contract with a certified operator to operate and maintain the
wastewater treatment facilities. The operator will report directly to the President of Rapids
DeveloPment CorPoration.
XIV. CONSOLIDATION OF WASTEWATER TREATMENT FACILITY
Several scenarios for consolidation for the wastewater treatment facility for the Rapids on the
cororado development were investigated *ur*;:;;'"fi2)2tr
- E#fo * rylr, - flo connection to rown ofSilt. rhe,w(st9.*ute' o""q:']-{1']'g lit::T:T}::T^ A ay'U-
''#i""fi1,1#,'*'ff
::'"ff 1:,3fi;t'"'^4;i,?
consolidation altemative is required. Recent information on connection to Silt is iA<%lT,:COnSOlidatiOn altematiVe tS fequlred. t(ecent lnlormanon url rrurr[Ei"tr(Ir ru p'r r' 7-F , lv - )
included in the Addendum
"JfrHConnection to Town of New Castle. The proposed Rapids on the Colorado developmint Ot Z'/'19 '
1i[ .ppr".t*"t"ly t*o *d u hulf miles downsffeam and south of the Colorado River
from New Castle. ln discussions with the Town personnel, New Castle will not serve any
consumers that are outside of the planned service area, nor will New Castle make any
future enlargements to the existing service area. New Castle is not willing to entertain
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any discussions regarding connection of outside users, and therefore no further analysis
ofihis consolidation alternative is warranted
Connection to Apple Tree Mobile Home Park. The proposed Rapids Development lies
"ppt".r*.t"ty "ni and a half miles downstream of the Apple Tree wastewater treatment
fu"ifity. The Apple Tree lagoon system was originally constructed for the mobile home
park and does noi meet curr-ent O"rign criteria. The owners have under consideration the
porritifity of performing a plant expansion in the future. A recent improvement to the
iacility was thi construc-tion of a new chlorine contact chamber. However, the facility is
pri""tlfy owned, and the owner has no desire to accept sewage from any outside entity'
. Discussions with
th" T"; of New Curtl" hu* revealid that a new high school is to be consffucted
approximately three (3) miles downstream-of the proposed nani!,s on the t"]t:?9:
development, Assuming that it would not be neces-sary to cross the Colorado River,
preliminary capital costs have been estimated as follows'
Line Survey
Design and Contract
Force Main (16,000 L.F.)
Lift Station
Site Application
Electrical
Generator
Contingencies
Tap Fees (Assumed 194 @ $4500)
s8,000
$24,000
$640,000
$235,000
$15,000
s8,000
$65,000
$50,000
$873,000
{oto
Total Preliminary Opinion of Cost for this consolidation alternative is
$1,918,000. Based on this high cost, this altemative is cost prohibitive.
More recent information on this option is included in the Addendum.WJY
As shown and discussed above, it is evident that consolidation is not feasible, therefore a
wastewater rreatment facility for the Rapids on the Colorado is practical and economically
beneficial.
XV. IMPLEMENTATION PLAN AI\D SCHEDULE
The proposed implementation plan, schedule and timing issues for permitting, design and
cons-truction are as shown on the table in Appendix O'
XVI. CONCLUSIONS AND RECOMMENDATIONS
It is recommended that a Sequencing Batch Reactor wastewater treatment facility be approved
and constructed for the Rapids on the colorado subdivision.
dd..d.rmNumber2-Inc tes All Prior Cha
Department of
the wastewaterry and the location ofthe floodplain bounda
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ADDENDUM TO SITE LOCATION APPLICATION ANID
ENGINEERING REPORT
TheRapidsontheColorado-GarfieldCount}lColorado
Original February 4, 2004
Revised February 17' 2004
Information provided by Gene R' Hilton
Sectlon I. - r-Le.Llurrrrary -"'""" "-'^" F, prepared by the Colorado
The Prelimin"ry Ernt'""ffit' - Tht Rapids on the colorado wwl
public Health ^.ra
B."oo*""t, Water Quality Control Division, are attached as Exhibit A'
ffirporationwillprovideevidenceoffinancialabilityor,!:.::.ofCredituponapprovaIof
the !flwrF site application by the county *9 *rr'Jr, ,.rin.ient design information and bids are ava,able that a financial
institutioo could be reasonabry certain that the facility courd be constructed for the amount provided in the *tter of
Credit.
The operation -and ownership of the
facility could eventu"rrv UL *ri.a o,r". to u n"gi"*iiu'iitutiott District or other appropriate district'
SectionV.-WQCDPolicyRegardiqgsetbackof.FaqilityFromResidences
The 100-foot setback requirement *u, .onrid.if,ilTiiiilirrg th. to"uti* or the wwrF site' The facilities are
planned to be enclosed.in buildings, and the """."t1
*tiaencJs will be greater than 100 feet away' Costs for the
,ttfi
Itshouldbenotedthatanexistinebuildine,onLotl,locatedneartheproposedWWTFsite'willberemoved'
Section VI. - Emergency Stqrage Basin
The desigrr or tr," wfrFT^ ;; y"t t"*rr-il[of colorado Design criteria 5.14.10 and 5'14'll will be
considered and complied with upon "o*rn",,""L""t
oi A"'ig"' The cost fo-' u" "*"'gency
storage basin is included
in the concrete cost estimate'
ould fall u"t*"* z-o *d 100 gallons per person per day
(GpD). Assuming , ,;:1!;r;;;;":a, ; ,;;;d ;, Dwain watson of the wQCD, using 100 gallons per
tuilding is included in the estimate'
p"rron Per daY Yields 350 GPD Per taP'
The density of the proposed pUD is limited by paragraph 4.o7.o6of the Garfield county zonhgRegulations which
states:
2119104
------").
WWTF Addend tm 2.4.20M Rev' 2' I 7'doc
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Gene R. Hilton asked if The Rapids was within five miles of the town limits of Silt and Administrator, Public
Works Director and Community Development Director uent reviews of the
"Stillwater" annexation by Silt shows that the "Stillwater" boundaries in Sections 12 and l3 are within five miles. A
letter from Janet G. Steinbach, Community Development Director for the Town of Silt, attached as Exhibit '(C",
confirms that Silt is within five miles and adds that "no utilities are in that location and are not proposed in that
location for some time. It would appear that New Castle and these developments could more easily form a
symbiotic relationship."
Tap fee costs provided in Ms. Steinbach's letter are reflected in the Section XI. estimate. In addition, the distance
for the RE-2 sewer line is revised to reflect the distance from the school to the Town boundary as opposed to the
distance from the school to the WWTF.
Section IX. - Consider Extension of Sewet Line From Apple Ttee/Rapids To Silt Lines
A fifteen-inch sewer line is being extended from Silt to the new Coal Ridge High School. The line is being installed
along the access road located on the south side of Interstate 70 (north of the Colorado fuver) and will be bored under
Interstate 70, the railroad tracks and US 6 to the school site located on the north side of US 6.
Gene R. Hilton proposed extending a line from Apple Tree along the south bank of the Colorado River to the west
end of The Rapids, crossing the river to the Lower Cactus Valley ditch diversion, following the ditch to its
intersection with the line being extended to the new high school, a distance of 3.75 miles.
The Silt staff advised Hilton and Talbott that the school district was paying for the extension of the water
and sewer lines from Silt to the school and that there was a "cost recovery" provision in the extension
agreement requiring an allocation of the cost of installing the line to any future user,
A tap fee within the boundaries of Silt costs $3.500.
A tap fee outside the boundaries ofSilt costs ($3.500 X 3).
Monthly sewer charges within the boundaries of Silt costs $39.22 and will escalate annually.
Monthly sewer charges outside the boundaries of Silt costs (.$39.22 X 2) and will escalate annually.
The Town Staff were approached regarding the possibility of negotiating a less costly tap fee. They noted
that a new ordinance would be needed to permit a fee change and further noted that the Town had never
encouraged selling of taps outside the Town limits.
The attached letter from the Community Development Director in Silt notes a concern of maintaining a
sewer line that crosses private property and parallels an irrigation ditch during times when the ditch is wet
and "messy".
The letter from the Town of Silt summarizes their position as: "It would appear th
develonments could more easily form a symbiotic relationshio."
Section X. - Easements or Rights-of-Way
Prior to the meeting with the Town Staff, Gene R. Hilton met with the legal counsel for the ditch company that owns
the Lower Cactus Valley Ditch. He was advised that the Town of Silt owned an interest in the ditch and that the
easements/rights of way for the ditch would not permit construction of a sewer line in the ditch easement/right of
way without the land owners consents.
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WWTF Addendrm2.4.2om Rev.2.l7.doc 2lt9/04
This Site Location Application provides wastewater treatment for l2 I units.
Section VIII. - Silt, Colorado Waste Watet Treatment Option
Gene R. Hilton (The Rapids) and Russell Talbott (Apple Tree) met with Rick Aluise (Silt Town Administrator),
Gary Pace (Public Works Director) and Janet Steinbach (Community Development Director) on January 30,2004.
Mr. Aluise advised Messrs. Hilton and Talbott that the RE-2 School District was extending the water
lines from Silt to the new Coal Ridge High School but that the town limits did not extend to the frtp
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The issue of easements and rights-of-way along the Lower cactus valley Ditch were considered in the meeting with
the Silt Town Staff' The following problems were noted:
r Silt owns part interest in the Lower cactus valley Ditch and associated irrisation ditch easements but the
existing eaiements "u*rot
be used for sewer lines without approval of all DroDertv o'trIters'
o The Rapids or Apple Tree cannot condemn the easement aly property owner along the proposed
atignment could stop the proposed sewer line extension by refusing to give/sell an easement'
grti."ut"a cost for The Rapids to connect to the Silt WWTF system:
o Tap Fees
r River Crossing
r Pump Station
o Generator Back-UP
o Cost of Easements
Acres To Be Served
Density Per Acre
Single FamilY Residential Units
Waste Water Treatment Facilitv 93pegitJ -[lz n*n*tiat units x 3.5 / Unit X 100 GPD
194 Residential Units X 3.5 / Unit X f 00 GPD
121 Residential Units X 3.5 / Unit X 100 GPD
l. Headworks
2. Sequencing Batch Reactor
3. Sequencing Batch Reactor Basin
4. Ultraviolet Disinfection
5. Sludge Holding
6. StandbY Generator
7. Outfall Structure
8. Blowers and Building
9. Building Covering Plant
10. Site Work
I l. Yard PiPing
12. Electrical / Instrumentation
13. Outfall Line
14. Contingencies at 8olo
TOTAL COST
WWTF Addendm2.4.2OM Rev' 2'17'doc
. pipeiine to High School 2.52 Miles X 5,280 X $35 / Foot Due To Water Issues
. cost Recovery School 1.50 Miles x 5,280 X $35 / Foot water Issues X % Rapids
$3,500 Per Tap X 3 (Outside Town Limits) X 121 Units
425 Feet X $200 Per Foot
Required Due to Placement of Line Under the River
To Power Pump Station In Emergencies
Not Considered Further Due to High Cost of Alternative
$1,270,500
85,000
100,000
465,696
138,600
60,000
Unknown
s2Jl9J96
Section XII. - APPIe Tree
The meeting with the ro*n or sitt staff members was attended by Russell ralbott of ralbott Enterprises, the owner
of Apple Tree. The ,our" propored by Hilton initially appeared to have potential for providing a feasible way for
providing wastewater treatment to Apple Tree. Howw"',ih" "ottt of taps and monthly service charges would cost
Apple Tree over Two uittion Dollars including consideration for- sharing cost of lines with The Rapids' A new
mechanical plant at Apple Tree would cost approximately-one-half of thi amount for tap fees and a line to Silt's
WWTF. Apple Tree
"o',rld
upgrude their existing system at less cost than that of a new plant"
The analysis indicated that Apple Tree would benefit from upgrading their existing system'
.085 MGD
0.085 MGD
$ 30,000
138,000
135,000
26,000
42,000
35,000
6,000
26,000
140,000
18,000
18,000
35,000
4,500
52.280
$_705J80
.068 MGD
0.070 MGD
$ 28,000
138,000
126,000
26,000
38,000
35,000
6,000
24,400
120,000
18,000
18,000
32,000
4,500
48.112
s_663.0-U
.043 MGD
0.045 MGD
$ 25,000
138,000
I19,000
22,000
30,000
30,000
6,000
20,000
110,000
18,000
18,000
30,000
4,500
45.640
L615,140
2lt9l04
Cost of Easements
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A copy of the
,K I VVAJIL
i' was provided to Dwain
TREATMENT FACILITY -'Ihe Kaptos on tne uotorauu -
W"t*t, CDPHE p"ior to the submission of the signed copies'
Mr. watson,s preliminary comments were noted in a telephone conversation with Jeremy Montrose on January 23'
ZOOL. X.opy of th" notes of the discussion is attached as Exhibit E'
Information contained in Sections I through Section XII respond to the preliminary comments by Mr' Watson as
well as to update the Site Location Applicition for recent Preiiminary Efiiu.rt Limitations provided by the State of
Colorado, cost data and recent responses'
(b) County if the proposed facititv is tocsted i"
'h-" ,":i:":!!.:':::i^::::I:,^Yi?;,,llf^::;; "t,','/,i,Li"{"'!,#;,:,;::"";;-ri-;'i';;"'"",-i'',"q",'ted to reuiiw-and. commeit upon the retationship of
-t- ----:-.^ -r--- l^- tLn n-on n< ;l nffo?lc';;';;Z;;"";; *rr'it rr' ,n" local long-range comprehensive planfor the areagllgffu1lp
1. water qualitY,
2. proposed site location alternatives inctuding the location with respect to thetlood plain'
3. -capacity to serve the pltnned developmenL
The Applicants have addressed
as follows:
the Code oI Uoloraoo rsegutarruus; o vY+:,l
caPacitY in the Site APPlication
l. The treatment works will be designed to comply with the water.quality requirements of the Preliminary
-^+^Lri-r.-rl k., rlre (-nlnra.{.'fionartment of Public Health and JnvllenlSe4! (Attached as
d,
SeCtlOfl Al V. - \-uttc ur Ltrrura"" "-5'+'-s""" -- - --- -- -
The code of colorado n"g*ktio-* p*ride ttro:t in ttre event the proposed facility is located in the unincorporated
area of a counry, the code of Regulation, .rqr.rr, in 5 ccR rcdz-n.+1210), the county provide the following:1
Exhibit "A").
2. H-P Geotech conducted a
the WWff' (Reference Appendix "L")
3.ThebuildingenvelopeforthewwTFhasbeencertifiedbyPetetBelau.Enartech.anengineerlicensedin
the State of colorado, u, b"irg outride th" l0o-IJ.Toid pluin. (Reference Appendix "I" of the Site
Location APPlication.
4. Martin / Martin Consultine Eneineers has prepared.the Site.Location Application and Engineering Report
and will design ttre *aste-water treatment'a.ility in accordance with the design criteria provided by the
Colorado Deoartment of Public Health and Environment'
List of Exhibits
o Exhibit A - Preliminary Effluent Limits - CDHE
o Exhibit B - Topographic Map of WWTF Site and Flood Plain
o Exhibit C - Town of Silt Letter
a
. Exhibit E - Letter Martin / Martin Consulting Engineers Record of With Telecon Dwain Watson CDHE
o Exhibit F - Legal DescriPtion
2/t9104
" in order to test the soils
WWTF Addendum 2.4.20M Rev' 2' l7'doc
STATE OF COLOTUDO
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Bill Owens, Governor
Oougtas H. Benevento, Executive Director
DedicatedtoprotectingandimprovingthehealthandenvironmentolthepeopleolColorado
4300 Cherry Creek Dr. S. Laboratory Services Division
;;;;-fi";"oo'eozlo'rsso 8'100 Lowry.Blvd' ^.
Fr.r"r" isoil 692'2000 Denver' Colorado 80230-6928
iijii lii" i6os) 6s1'7700 (303) 6s2-30e0
Located in Glendale, Colorado
http ://ll\rww.c!Phe.state.co.us
January 12,2044
Gene Hilton
The Rapids Development Corporation
2102 West AraPahoe Drive
Litrleton, co 80120-3008
Re : PreliminarY Effluent Limits
The RaPidi on the Colorado WWTF
Garfield CountY
Dear Mr: tlilton:
JANIs
Colorado Department
of PublicHealth
andEnvironment
2004
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The Colorado Departrnent of Public Environment, Water Quality Control Division'
has comPleted Your request for limits (PELs) for the proposedTh" lg:1:
on the Colorado wastewater (WWTF). Your current proposal is for a WWTF
. 11 l^., r/n/ffaTl\
with a hydraulic design tn gallons per daY (MGD)'
This proposed facilitY would {i*othe Colorado River in the Sw V1, *t'i?" 1 lfs^l
.Ii,I,:"ffiffi j1;l'i,:#i,.;il,6q",."i0r:,111-,,I_::Isr"::*':*T-',"'westor
ffi;H1il, ;b:' ri,i' ionio" oi ti" Lolorado $ver : f 1Tti:.1^:j::* :ffi ::li8$i'&1,?uiJfr:il'Jil#o*:; Eororado River Basin, Lower colorado River Sub basin,
-^,.rr^:--*-* ^f (-nlnrcdo Rivefff#;.',i;;T;liffi l#"#;';';ili;;i::*:lg:^Y:T:::,,-.:i::i:f::#tr
i:ffi::ffiffi *i t ,r,. Roarine r*t nir.rio immediatelv below the confluence with
-.-c ^-.:^-- ^-) J\fstmorin .\tnniflffi"ffi:HHl"ril:::ffi;iffifr, *" ro*nd in the ctassifications and Numeric standards
for Lower Colorado River Basin
Effluent rimits for specific constituents are based on the type of permit a facility wiil require after
construction. The Rapids on the colorado wwl3, wittr iti proposed hydraulic design capacity
li o.ooo rr,rcp, o&y be covered by a general pennit.
The preliminary effluent limitations were developed for The Rapids on the colorado wwTF
based on effluent d*ts .staulished in tt. Regutitions for Efituint Limitatiozs for a wwTF
consisting of a mechanicar wastewater treatment process, ai werl as the water quality-based
effluent limits necessary for protectio, of tt" *uttt quality of the colorado River' A PEIj
evaruation is attached to document tl, n"ai"gs and iecisions that were used to derive the PELs
in Table 1.
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Table 1
Note that limitations for arnmonia were determined to not be necessary for this facility. Total
Ammonia *o'itorlrrg "r"v
U"1".iuded in the permit as an indicator of plant operations'
If you have any questions regarding this matter, please contact me at (303) 692-3524'
rynn'kimble, P.E.
Fer*i . Unit, Water Quality Protection Section
Water QualitY Contol Division
cc: TomBennett, V/QCD
Dwain Watson, WQCD
Roger H. Smades, p- , Martin/Ivlart n, 12499 West Colfax, Lakewood' CO 80215
Dr lrml E,ffluent Lim
BOD. (meD
85 (30-.daY
^were oe\gOOr(X removal)
TSS, ."&;t"al Plant (mg/l)4f, \ /-qay aYsl4Bs/, Jv \Jv egJ *'-'-D-l
TJo-auv.*oT")
lU (maxrmum,, ; ; ;;;::I,=5;;;;;;iffi".h.rt.A plant (% removal)
Ol *a Grease (mg/l)
pH (s.u.)I o-l-Y.u tllrururlulr-ru*r.*',l
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WWTF PreiiminarY Effluent Limits PEL-Garfield
PRELIMINARY Errr'rruNr Ln'ut s
Tm Cor.onano Rrwn
Tm, Rapps DBvBLoPMENT ConponnrroN WWTF
I. Introduction
The preliminary effluent limits (PEIj) evaluation.-9f'9" colorado River near The Rapids
Development c"rp"r"ii""*astewaterir"u*.rr, Fac,ity (w!vrF)was developedforthe colorado
Deparrnent ofprrtric uealth and Envirorrrr"nt (cppunj water Quality Control Division '(WQCD)'
The evaruatron was conducted to facilitat. ir..,r*". of pELs for The Rapids Devel0pment
io.potution WWTF for pollutants found to be of concem
Figwe Lon the following page contains a maP of the study area evaluated as part of this PEL'
The Rapids Deveropment corporation wwrF win discharge to the Cororado f,iver. The Rapids
Development corporation is pranning a new res.identiar dJveropment west of the Town of New
castle named rhe Rapids on the coiorado. A mechanicar wwrF with a design flow of 0.060 MGD
will serve this develoPmeut'
The ratio of the row flow of the col0rado River to The Rapids Dev,elo3lent corporation wwrF
design flow is tt,iil.t. B..uu* ortrr. large flow i" tr* colorado Rir.", nearby upstream and
downsteam facilities would have little if any impact on the assimilative capacities available to The
Rapids o.r.top*.oi Corporation wwrF. 'Ao"ryr., thus indicate that assimilative capacities are
very large.
Inforrration used in this assessment includes data gathered from The Rapids Developrnent
corporation, the *qa6, rh. u.! Envirorunental Protection Agency (EPA), the u's' Geological
S,rvey (USGS), *i tn. U.S. Census Bureau TIGER Mappin! Service' The data used in the
assessment consist of the best information available at the time ofpreparation of this pELs anallsis'
A
Table 1
mpnt Summa
ffi "ot
co.Porutiott w'wrF
olorado River Sub-basin'
so"u*Segment0l:MainstemofColoradoRiverfromtheconlluence
*i.t,.u"no*i"gForkRivertoimmediatelybeiowtheconJluence
with Parachute Creek.
(-(.)T.CL.COI
6ta-a Wuter Aquatic Life Class 1
Ctass ta Existing Primary Contact Recreation
Agriculhue
I Water SupplY
I Undesignated
Name ofFacjliry
CDPS NuEber
WBID - Stream
Segment
Classifications
Designation
Page 1 of14
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g5[ Lakei i'ondlOcean
nt Corp. WWf PEL-Garfreld
Figure A-1
Study Area
Town ofNew
wwTF, CO-0040479
Interstate
--|
usGS 09085100, 12
miles uPsteam
Riverbend
Subdivision
W'WTF,
The RaPids
DeveloPment
,aTo:,,oo wwTF
Talbott
Enterprises,
lnc. WWTF
LEGEND
ffiH t'lilitarY Area
gHB! National ParK
E&8 Other Park
mg School
E citYa County
Source: US Census Tiger
Mapping Service
-
$f,rgsf,
-
f3pl'gssYay
-
!l i ghyBy
-
(g6ng6f,g7
Sffi Stream
:i1*"1-',:,'3
u"3,,. ffi i;I'
JI. Water QualitY
The Rapids Development corpo_ration wwrF wil discharge to the water Body Identification
(WBD) steam ,"fi-* COiCI-CO,, which means the Lower Colorado River Basin' Lower
colorado River Sub-basin, Stream Segment 01. This segment is composed of the "Mainstem of
cororado River from the-confluence *i n trrr Roaring Fork River io immediately below the
conliuence *i u p*u.rru," creek.,, s".L segment corcrcol is classified for cold water
Aquatic Life cr*, r ii* 1a Existing pri*.ry iontact Recreation, Agricult,re, and water Supply'
N,meric standards are developed on a_basin-specific basis and are adopted for particular stream
segments bythe **, qr.riay'c.ntror commission. To simplifythe listing ofthg segment-specific
standards, many of the aquatic life standards are contained in ataute at the beginning of each chapter
of the regulations. rt. J,*aards in r'uit ii""" u"""^*tir"* y:T IFT::;W;:1,';
::$:Jffi'Tir*:%,:l#;;ffi^7n'd Nu*,ric standaid' 7o, Lower cotorado River Basin,
Page? of 14
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. WWTF Preliminary Effluent Limits PEL-Garfield
ffi,2oo4.BecausethisWWTFhasnotyetbeenconstructed,thissoontobe
effective version of tir" Classifications and Standards document is being followed'
Standards for metars are generarly shoyn in the regurations as Tabre varue Standards (TVS), and
these often must be a*irJa from Lquati*r t'rr., u.rLa on the receiving stream hardness or species
of fish present. rn. cr*,lfication and Numeri" St*a,,ds documents for each basin include a
specificatio*roruppropriatehardnessvaluestobeused'Specifically'theregulationsstatethat:
Thehardnessvaluesusedincalculatingtheappropriatemetalstandardshouldbebased
on the lower g5% confidro.. ti*ii oit[.-.* t ardness value at the periodic low flow
criteria as determined from .-i.gr$rion analysis of site-specific data' where
insufficient site-specific data exists to define the mean hardness value at the periodic
low flow criteria, representatir";A; data shall be used to perform the regression
trn-stream Stora^rat fot Stt'COLCLCO1
CUlorio" a"q!q- 0.0D
6to-" "uronic
= 0.011
Sulfide chronic:'0{02
Boroo chronic = 137
Nitrite:0.05
Chloride chronic = 250
Srrtfxt cbronic = 250
Dissolved Selenium acute ancl chronrc: { vo
p-irt"r-"a zi*..r,. t"a tr'*i"
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The R ids Devel WWTF Effluent Limits PEl-Garfield C
analysis.Wherearegtessionanalysisisnotappropriate,asite-specificmethodshould
be used.
Hardness data for the Colorado River near the proposed point of discharge of The Rapids
Development corporation wwrF were insufficiei to-conduct a regression analysis based on the
low flow. Therefore, the WQCD's aiternative approach to calculating hardness was used' which
involves computing a mean hardness'
The mean hardness was computed to be193 mgn based on sampling data from wQCD water Quality
Station 000047 to.ut"J on rt " cotoruao nirli upstrearn of tt e Rapids Development corporation
wwTF. This hardn.r. ,ar. and the formulas contained in the Tv-s *"r. used to calculate the in-
stream water qualily standards for metais, with the results shown in Table 3'
,'ffiii::J'i:1t:1*.::*#:ll,',111"Hffi
Ti"?X'i[]f:li: $;:"J.Y#*l,, #*ained in the cororado Deparnnent or?ubiic Health
ana gnvironm;"t Wtt* q""ttb' C"'t'"l
Formula Used
(r.r igQr@"tdn"t )'3'828)
1.136674.041
(0.1 8SZ 0n(trardness))-2.? I 5)
1.101674.041
Nurneric standards provided' formula not
Numeric standardt Pn!"!gd, fot"'lm
"
<O.S dZZOTA*dnas)ll'?a08)
(035450.G-dnas))1.7428)e'
(t-ZZf G"G,rta,".t)> t'+0)l
1.462034.145?1
(t :ZS Q"Grtd"ot))4.705)l
-ro::lt(ir(t,tess)F6.a676)
e'
--ro:grtorGr"rdnes))i5.8743)
e'
f am0n0ararcss)FZ'zSl)
f Ue 60n(h"ttucss))+0.0 S Sn)e'
Numeric stanclards provided, fornnula not
Seleniu4 Dissolved Nurrrric standardt Pto4td' ftn*]g!
[,1r,:.zo"a***t1
]tr.zzonorrot*lllo.51)
, tO.aazlOrO.**)H 861
Ito.a+ronc*an*,ry.*r,
Page 4 of 14
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.I"he Rapids Development cory. wwTF Pleliminary Effluent Limits PEl-Garfield county
Ambient Water Qualitv - _t _L- ^c^.^r-+:^^1*-+L
The weCD evaluates ,ambient water quality based on a variety of statistical methods as prescribed in
Section :r.s(zxa)Gi *J jr.stzloiotgj of the coror.ado Department of pubric Hearth and
Enyironment watei'@itiry co"i)oi'ti***tion Reguration No. iI. Ambient water quality is
evaluated in this pELs analysis for use in determining assimilative capacities and in completing
antidegradation reviews for pollutants of concern'
To conduct an assessment of the ambient water quality upstream
".{
Th: Rapids Development
corporation w\IrrTF, data were Sathered from wQCD water quality station 000047 located
approximatety r mit"s upstream from the proposed facility. Data were available for a period of
record from October 1995 through Decembir lggg. A summary of these data is presented in Table
4.
Table 4
Amhient Water OualitY for the Colorado River
Parameter
51th
Percentile
85th
Percentile Mean Notes
15th
Percentili
15 8.2 20
Temo (oC)50 1.9
11 13 l1oO (me/l)48 9.2
oH (su)47 8.2 8:4 8.6 8.3 6.5-9
ffitirorm(#/1oo
-1\44 J 23 93 20
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Hardness (mgA
CaCO3)76 120 205 240 r93 NA
0 0 0.027 NA 2
As, Trec (ug/l)15 0
0 0 0 3.6 ,)
Cd" Dis (ugA)49 0
0 0 0.42 16 2
Cu, Dis (ug/l)49 0
27 36 29 300
Dis (ue/l)9 5.0
Fe. Trec (ugn)49 51 120 726 562 1000
0 0 0.073 5.1 2
Pb. Dis (ue/l)49 0
Mn. Dis (ueA)49 6.0 9.0 t4 8.9 50
0 0 0 NA 2
He. Trec (us/l)20
0 1.0 0.34 4.6 .,
Se. Dis (ueA)48
0 0 0 0 0.23 2
Ag, Dis (ug/l)34
0 22 9.9 206 2
Zn. Dis (uen)49
92 120 87 250
Sulfate (men)49 43
0 0.i0 0.039 NA aL
Nrate+Nitrite (mg/l)49 0
0 0 0.0080 NA 2
NH3. Tot (mgn)49 0
tfHr.Unioniz"d @gn)26 0.0030 0.0050 0.010 0.0062 0.02
0 s9 30 NA a
TSS (msn)2C
r zurrrrnrization Pr
,,alue of zero was t
Nor l: The calculated nran i
amunt because zero camot b(
Notc 2: When sarplc tcsults
surrrnarization and averaging '
is thc geonrtric mcan. Note ttut f(
: used to calculatc ttre Seometric'
were below detection levels, the r
Purposcs.
urposcs, tlr valuc I
rsed in accordancc
)1 one
with tttc CO WQCD5 stanoaro aPproacn ror
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The Rapids p."ql"p.".,t C"tp' WWTF P
III. Water QuantitY
The colorado Regulations specifu the use of low flow conditions when establishing water qualrty
based effluent timltations, speciiicatythe acute and chronic low flows' The acute low flow' referred
to as 1E3, represents ttre one-aay low flow recurring in a three-year interval. The chronic low flow,
30E3, represents tt " iO-a.y ur.rug. low flow rec*rring in a three-year interval'
Low FIow Analvsis
To determine the 1olw flows available to The Rapids Development corporation_wwrF, USGS gage
station 090g5100 (ioioruao River below Glenwood springs, co) was used. This gage station
provides u.orrr"*uiir" aoatyri, of the low flows availabre to The Rapids Developmant corporation
w-w,TF because additional ,t .u*, add flow to the colorado River below the l0cation of the gage
station. A conservative anarysis is adequate for th! ryaA because the process required to add the
additional flows to reflect the actual 10w flow available to the facility would be resource intensive
and would not change the outcome of this analysis'
Daily flows from the uSGS Gage Station 0g0g5100 (colorado Riverbelow Glenwood Springs' co)
were obtainea "na
tt e annual in: *a 30E3 low flows were caiculated using u.S. Environmental
Protection eg".,,"v GpA) DFLow software. The output from DFLoW provides caicu-laled acute
.. lr .: .; :..
and chronic low flows for each month'
.
Flow data from octob er 1, \gglthrough September 30,2002;were available from the gage station.
The gage station and time frames were deemed the most acc,rate and representative of cu:rent flows
*a itie therefore used in this analysis' '
Based on the row flow analysis described previously, the upstrearn row flows available to The Rapids
Development Cofiorutioo'WWff were calculated and are presented in Table 5'
During the months of April, June, and llgrrr, the acute low flow calculated byDFLOW exceeded
the cluonic low flow. to ...ora*ce with ivqcp standard procedures, the acute low flow was thus
r.i .qoA to the chronic low flow for these months'
,t
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ry. Technical AnalYsis
In_stream backgro,nd data and row flows evaluated in Sections tr and III are ultimately used to
determine the assimiiative capacity of the colorado River near The Rapids Development corporation
wwrF for pollutants of coniern. For all parameters except ammonia, it is the wQCD',s approach to
conduct a technical anaiysis of stream assimilation capacrty using the lowest of the monthly low
flows (referred to as the annual ro* no*f u, calcuiated i".*;low flow analysis. For a:r,nonia itis
the standard procedure of the WQCD to determine assimilative capacities for each month using the
monthly low flowscalculated io tt .low flow analysis, as the regulations allow the use of seasonal
fl o*. when establi shin g assimilative cap acities'
The wQCD's standard anarysis consists of steady-state, mass-balance calculations for most
pollutants and modeling for pollutants such as ammonia. The mass-balance equation is used by the
wecD to calculate mJ**i*o* allowable concentration ofpollutants in the effluent, and accounts
for the upstream concenhation of a pollutant at the existini quality, critical iow flow (minimal
dilution), effluent flow and the water q,uti.y standard. The mass-balance equation is expressed as:
MtQt- MtQr
tUlz = - O,
Where,' ' Qi: IJpstream low flow (1E3 or :or]) ' .
Or--.&erage daily effluent flow (design capacity)
' 'g;'Downitream flow (Q7 + Q)
,lr, : rr-ri"am backgroorra polut*t concentrations at the existing quality
Mz: cut"itu,"a **i*um allowable effluent pollutant concentration
Ur:tut*imrmailowablein-strermpollutantconcentration(waterqualitystandards)
The upstream backgroundpollutant.concentations used in the mass-balance equationwill varybased
on the regututorya-&oition of exis,iog u*ui.", waler guality. For mostponutants, existing quality is
determined to be the g56.percentile. For metals in the toial recovt ubl. form, existing quality is
determinedtobethe50ftpercentile.Forpathogenssuchasfecalcoliform,existingqualityis
determined to be the geometric mean'
For non-conservative para:neters and ammoni4 the mass-barance equation is not as applicable and
thus other upprou"u", are considerra *n"r. appropriate. Note that conservative pollutants are
pollutants that are modeled as if mass is conserved and there is no degradation, whereas non-
conseryative porlutants degrade and sometimes are created within a receiving stream u"o_*91o1
stream conditio;;. e moie detailed discussion of the technical analysis for these parameters rs
provided in the Pages that follow
ffiswereidentifiedbytheWQCDaspo1iutantsofconcernforthisfaci1ity:. BODs
. TSS
o Percent removal
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. Oil and Grease
.pH
oDO
o Fecal Coliform
o Total Residual Chlorine
. Ammonia.
There are no in-stream water quality standards for BODs' TSS' percent removal' and oil and gtease
for the the Colorado Rir"r. Thrrr, assimitutire capacities were not determined for these parameters
in this section and an antidegradation review for these parameters was not conducted in Section v'
The evaluation of appricabre rimitations for these porluiants can be found in section ,,, Regulatory
Analysis.
During assessment of the facility, nearby facilities, and receiving strearn water quality, no additional
parameters were identified as pitt t*t, of concem. It should bl noted that cyanide and metals are
notevaluateousp,,tofPELsdevelopmeotb"causeitistheWQCD,sapproachtoensurecontolof
cyanide and metals through a preteatrnent proglam' if necessary' rather than througlr wastewater
treatment at the applicant's facility'
During assessment of the facility, nearby facilities, and receiving stream water quality, no additional
parameters were rdentified as pollutants of concern' :! i'
The ids Deve . WWTF Prelimi Effluent Limits PEl-Garfield C
if, t " Rapids Development Corporation WWTF
; Lalitude 39o 33'04" No'tlr, longitude 107" 34',
.1^-s ^1A ranrrnrv The nronosed desigf
I t
fi llff .:T:ff ntr,ti,;;ii;.ffi #ffi-di:4";*"1"T1,".'j,?""H;IJffi::::ti"i'ff
:l;ffi 1TH:.#ifiiitl,;ffi {p_rT:ii?r}"::::ii:[:ffi :]l;:fi::H:f #,JI
:::ffiYr,T.ff ,ff :;::i^I,9"i)ffi {:ly-:t*::T::';:*'::H:*-arvsesthatrorlowil:r#::H.";Hfr "i,h" assimilative cap acitv based on this design capacitv'
not considered.
T{:T:-" ofNew castle wwrF (co-0040479), which discharges to the colorado River
- ^-+ r-^*nro+inn'V,/-\I/'TF ThiS' li;,j;ffi,"J)l ; ;;;"r:o'4 i:t *:i"*ds De,eropment torporation wwrF' rhis
ffi,fh* a a.sign caPuiitY of o'20 MGD'
ifijf,;fr .,1i::?,#ffi il(i-o-0F:1s),*:1,11'g'::i"^3;iffi TH:' ffi::1;:l:ilif#:: "p
J;;;* *"*;;ia' o*aop**ico'p oration w w,F rhis
ffic rr"t a a.sign capacity of 0' 1 5 MGD'
H,fff rffi .'#,;Jffi*(*c jt;Po:,*I"h,1':1:.s:'^:lT":"*#1"rH::' fr;::in}i,Tl;'ffi ;; #.*,;F-ih" 6id, Development corporation wwrF. rhis
ffi"lf U"t a a.tign capacity of 0'0247 MGD'
ffinearbyfaci1itiesbasedonEPA,sPermitComp1ianceSystem.@CS)databasefound
63 dischargers in the Garfield counri"*.u- s.r"rr r".itiiir. conducted construction-related
operations 1..g., ,u;Ld ;"ra *i"i"g o, "o**.tion dewatering) and thus had no pollutants of
concern io .o**orr;i,h"Th" Rapids-Development corporation w-wrF. other facilities were
located more than twenty miles from rn. nupidr Development corporation wwrF and thus were
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The Rapids Devel Corp. WWTF Preli Effluent Limits PEL-Garfield
. Town of Siitwwrp (coc5g4046), which discharges to the colorado River approximately
6.5 miles downsteam.
The ambient water qualitybackground concentrations used in the mass-balance equation account for
pollutants of concern "orrtriurt.a
by these upstream sources, and thus it was not necessary to model
the upstream dir.h;;;;.
-together
with The Rapids Development Corporation WWTF when
determining the avaifible asiimiiative capacities in the cororado River. Due to the distance
traveled, the significant dilution of the rec"iving stearn, and the relativeiy small contributions by the
facilities of concern, modeling downstearn facilities in conjunction with rhe Rapids Development
Corporation WWTF was not necessary'
Based on available information, there is no indication that non-point sources were a significant
;;; "ip"1r,*,s of concem. Thus, non-point sources were not considered in this assessment.
pH: Thg pH of a stream measures the intensity of the acidity or alkalinity of the stream' when pH
fails outsid" or tu" *rt ul ,*g", it can be harmful to aquatic life' To determine assimilative
capacities of a stream for pH, tnI buffering capacity of lhe riceiving stream and its interaction with
the discharge contributions would need to be assessed in a complex evaluation'
An evaluation of pH data available for the cororado River near the proposed rhe Rapids
Development corpiration wwrF found thatthe 15fi percentile value was well above the minimrm
in-stream water qorUty J*dard and the 85ft p.r..ril. value was well below the ma:<imum in-
stream water quality standard. Because only limited data are available and because ambient water
qualrty data indicat. tt ut no firrther controls are needed to meet in-stream pH standards' a complex
evaluation of the "rri*lturi re capacity for pH is not wa:ranted for this facility'
Do: The availability of dissolved oxygen in receiving streams is critical for aquatic life.
Decomposition of organic matter and nitrihcation within receiving streams are generally the causes
of the depletion of DO from receiving waters'
For a non-conservative pararneter like Do, a simpre mass balance cannot be used to determine
assimilative capacity. Instead, backgrouna iO, steam flow, 5-daybiochemical oxygen demand aod
ammonia touairrg;-'.t "ro, ii*"or]orr, temperature, and estimates of effluent DO may be
incorporated i*o-models such as the streeter-pherps Do model or STREAIT4Do to simulate the
impact of WWTF discharges'
. An evaluation of Do data available for the colorado River near the proposed rhe.Rapids
Development colp*ution wwrF found that the 15ft percentile value was we[ above the minimum
in-steam wu,", qriJty standard. Because only limited data are available and because ambient water
quality data indicate that no further controls are needed to meet in-streanr standards for DO,
modeling was not conducted as part of this evaluation andno further discussion ofDo is provided'
chlorine: The mass-balance equation was used to determine the assimilative capacity for chlorine'
There are no point sources diicharging total residual chlorine within one mile of rhe Rapids
Development corporation wwrF. ir.Ior" chlorine is rapidly oxidized, in-steam levels ofresidual
!i
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Using the mass-balance equation.provided in the begirrning of Section rV, the acute and chronic low
flows set out in Section III, the chl0rine background concentration of zero as discussed above, and
the in_steam stanaards for chl0rine shown in section II, assimilative capacities for chl0rine were
calculated. The data used and the resulting calculations of the allowable discharge concentration,
M2, dre set forltr below'
Fecal coriform: There are no point sources discharging fecar coliforrr within one mile of rhe
Rapids Development-corporu,ion wwrF. Thus, iecar coriform assimilative capacities were
evaluated seParateiY.
It is the standard approach of the wecD to perform a mass-balance check to determine if fecal
coliform standards are exceedea. wqcp proJ"d*" specifies that checks are conducted using only
the chronic low flow as sgt out in s.ction Itr. using the mass-balance equation provided in thg
beginning of Section rv, the background concentration contained in Section II, and the in-strearn
standards for fecal .ori.i;.o, shciwn in s""tion II, check3 for fecal coliformwere conducted' The data
used andth. rrr.,rttr.r"gi;ffi",1";;"i,t " Ji"*"uie distharge concentration,Mz,are set forthbelow'
The ids De Effluent Limits PEL-Garfield
chlorine are detected only for a short distance below a source. Ambient chlorine was therefore
assumed to be zero'
M 3 (#/100
ml)
M 2 (#/100
ml)Parameter Q t Gfs)Q, Gf')Q s kfs)M I ft/L00
*l)
1046.093 20 200 2,024,716
Fecal Coliform 1046 0.093
Ammonia:Ammoniaispresentintheaqueouseryirgrrmstinuotuionizedandrrn-ionizedforms.
It is the un_ionized [*, *irirr, is toxic and which is addressed by water quality standards' The
proportionoftotalammoni-apresenti"""-io"l,:I:T]""thereceivingsteamisafunctionofthe
combined upstream and effluent ammonia concentations, and the pH and temperature ofthe eflluent
and receiving strearn, combined'
The co10rad6 Ammonia Model (cAM) is a software program designed to project the downstream
effects of ammoniu *a ,n, a:monia assimilative capacities available to each discharger based on
upstream water qr"fitv *a effluent disthTg:: ]:j-".S:: data for the CAM' an in-stream water
quality study must be conducted of the upstream receiving water conditions, particularly the pH and
.orr.rporraing temperature, over a period of at least one year'
There were no data availabre for the colorado River near The Rapids Development corporation
WWTF tlar could be used as adequateG;i data for the-CAM. iherefore, the WQCD standard
proceduqp is to rely on default values for th" allowable chronic concentrations of in-stream total
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as pad of this assessment'
Using the mass-barance eqaation provided in the beginning of Section rV, the acute and chronic low
flows set out in Sectionlll, the ammoruaexisting q,rulrty concentration shown in Section II' and the
in_stream standards i"rrJi' the cororado Totit Maximum Dairy Load and wasteload Allocation
Guidanceand the ciii sr*mary of Rationale Generar permitfor Domesticwastewater Treatment
Facirities that Discharge to Receiv.ing-woters with a chronii Loi Ftow: Design Frow Ratio of
100:1 or Greaterfor Mg, assimiiativt t;;;it;:t i"i:*:P: total ammorrii'I1" calculated' The
data used and the resulting calculationr ;i,h; allowable discharge concentrati or., M2,are contained
in Table 6.
The Corp.
' PEl-Garfield Co
ffi providedinthecotoradoronty:,':::!i:::::::::{:,Xzi:r^;:::#";triil;[T:i'T#?iffi';;;;;;;;;;"*':'::::f i:?T|:::K?.:,:';'{"1;'.T:";fl'!;i,z:T::^;,i:;:"""ITzi,:i;;';;:;:;:.i:!.:^:::::i:"1*I111;i,ffi**:i.fffi*li;;|\"; ;i:::,:."J:{::r|;":;;{i:""*.oo,p,ovided inthese soruces andthus arenot evaruated
Based on the analysis, the assimilative capacrty_of the receiving water is rarge enough to allocate a
;",;ir**"nia eftiuent concentration of 30 mgA'
V. Antidegradation Review
As set outin The Basic standards and Methodorogies of surfacewater, section 31'8(2)(b), an
antidegradation anarysis is required .*..p, ro."r* irr.r..11e receivingwater is designated as "(Jse
protectei.,, Note trrii ur. piot".t.a, rirt.r, are waters "that the commission has detenrrined do
Table 6
Ammonia Assimilative Capacities for the Colorado River
' - ai rne nalB-s-p e-ftlopfne+-C'rpgf+!9ln wwTr
-JL<r. v, v.vv(, " I T M-l .Mz
Parametet Q.t kfs)Q.z Gfs)Q. t.(cfs)
1045.093 0.0080 0.70 7;784
1) Ian 1046 0.09J
1046.093 0.0080 0.60 6,659
ffi--r, rqt (ml1) Feb 1046 0.09
1046.093 0.0080 0.40 4,409
1046 0.093NH3, Tot (mg/l) Mar
4,6751109.093 0.0080 0.40tmrJot (mg/l) APr 1 109 0.093
1870.093 0.0080 0.30 5,872
1 870 0.093NH3, Iot (mg/I, rYraY
1s97.093 0.0080 0.30 5,015
MI., Tot (mgA) Jun 1597 0.093
1467.093 0.0080 0.30 4,606I14670.093NtL, IOr (myu
0.0080 0.30 3,92572540.093 1250.093
NH3, Tot (mg! Aug
3,92512s0.093 0.0080 0.3012500.093NH3, Tot (mdl) seP
4,2301347.093 0.0080 0.30
NHn fot (-gAl9a 1347 O.U9J
10s0.093 0.0080 0.30 3,297
NI{r, Tot (mg/l) Nov 1050 0.09J
10s0.093 0.0080 0.50 1555ffi, Tot (mg/l) D€c 1 050 0.093
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not warrant the special protection provided by the outstanding waters designation or the
antidegradation review proless" as set out in Section,3l 8(2)(b,l T::t:i:.",:i:*,'r*:::::1:I#rffit#; "rr"",i.r, in December 2000, and therefore antidegradation considerations are
applicable to this PELs analYsis'
According to the classifications and Numeric standards for Lower cororado River Basin, strearn
segment coLCLCOiis'urd..ignated. Thus, an antidegradation review maybe conducted for this
segment if new or increased impacts are found to occur. However, the ratio of the flow of the
cororado River to The Rapids Development corporation wwrF design flow is 11,247:l at low
flows. section rr.s 1l;1.1 specifies thai the discharge ofpollutants shouidnotbe considered to result
in significant o.grudution ortn" reviewable waters if th" flo* rate is greater than 100:1 dilution at
low flow. Thus, condition 31.g(3Xc) of the regulations is met and no further antidegradation
evalgation is necessary.
YI. Regulatory AnalYsis
Reguiation 6z,the Regulations for Efltuent Limitarions, includes effluent limitations that applyto all
discharges of wastewater to State waters, with the exception of storm water and agricultural returs
flows. These regulations are applicable to the discharge from the proposed The Rapids Development
-orporation wwrr. Table Tcontains a surrnlrnary of these limitations
Note that the TSS limitations shown abovevarybased on the type ofwastewatertreatnentprocesses
used at the facility. The Regurations 7or ifituent Limitarr'ons waive the g5 percent removal
requirements for TSS *h.r, wiste stabilization ponds, both aerated and non-aerated, are used as the
principal process for treating domestic wastes'
Section 62.4(1)ofthe RegulationsforEfltuentLimitationsalsoindicatesthatnrunericlimitationsfor
fecal coliform shalr ue alterrnin.d. rni State has developed the Procedurefor selection of Fecal '
cotiform Limitations permit conditionsthat specifies a lb-day average limit of 6,000 colonies per
100 ml hnd a l-dayaverage limit of tz,ooo colonies per 100 ml when the ratio of th"^:Z:l;::
The ids Devel Effluent Limits PEL-Garfield
il:#ffi ; ;:,'* nffi:; ;;;';;# ten to one. rbe Procedurefor setection of Fecat cotiform
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The Rapids DeveloPmtnt Co PEl-Garfield CountY
Limitations permit conditions also specifies that the 7-day average limit must be calculated as two
times the 30-daY average limit.
YII. Preliminary Effluent Limits
The potential PELs reflected in Table 8 include the consideration of the following:
. Assimilative capacities as discussed in the technical analysis contained in Section fV
o Effluent limits prescribed by the regulations based on the regulatory analysis provided in
Section VI .
A deterrnination of which pELs ultimately apply will be dependent on decisions made by The Rapids
Development CorPoration WWTF'
Note that limitations for ammonia were not necessary for this facility because the assimilative
capacity of the ,.."l"irrg water, as djscussed in Section rv, is large enough to establish total
ammonia effluent conceltations at 30 mg/l. Because treated sanitary sewage effluent is not
expected to have a total a:rrmonia concentration greater than 30 mgA, no additional allocations were
determined as Per WQCD Procedure'
\4fff. References
Procedurefor selection of Fecal coltfurm Limitations Permit conditions, CDPIIE' WQCD'
April 7,1976.
colorado Total Maximum Daily Load and wasteload Allocation Guidance, CDPIIE, WQCD,
November 1991.
Classifications and Numeic Standards for Lower
CDPlb, WQCC, Effective January 20,2004'
Colorado River Basin, Regulation No' 37,
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The Basic Standards and Methodologies for Surface 'Water, Regulation 3/, CDPIIE, WQCC,
Effective October 30, 2001.
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WWTF Preliminary Effluent Limits PEL-Garfie1d
The RaPids
cDps summary of Rationare General permit for Domestic_wastewater Treatment Facilities that
Discharge to Receivin[ w*"'-with a.Chronic L'Y*K2::1I:::':':"{'o0:1 or Greater'
';;;:;';;;,i'Z o'C tE n 0 0 0, s t at ewide, cDPHE' WQCD' S eptember 1 4' 1 e e 4'
Antidegradation significance Determiyttionfor New 9r lncreasedwater Quality Impacts'
Proceiural Guidanci, CDPIIE, WQCD, December 200i'
Memorandum Re: First (Jpdate to Guidance Yersion 1'0, CDPIIE' WQCD' April 23'2002'
Page 14 of 14
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OITNER/APPUCANT:
RAPMS bS'IELOTUEI'IT CORPORATIO}I
t mpps oN l'IrE coloRAlx)
ioxrorNeas Assocl rlol{
iroz r. rmpuoE DRITE
I.JTTI,ETON, CO 00120-3006
MINERAL OTNERS:
Gcuc B. Ililton &
ztoz a. TR PAIIoE-u-rfleTox. co sol20-3.
Federal had BlnL
ticbttr, f,N
LOT UNE SETBACNS
TIP& SIXGII XUurI
rXONr. 6' 8t'RErn: l0' lo'srDB 5' 0'
PARXING
306 O'T-SIn!EI
PrIIIrlG gPACGS
C SoEt!. B.Et. el t-t olt
L6t .loEt ti. t .t IlD. ot .alirt P.t. 20C 18 th. otrb. c, ttr
Z OC' al' t ll5.5e ,eq tLmq lf 6f
5"f -lr rtt r l{ Zf {s' t6' ! 3!e.lo
N a? 50' t3' I 400.c2 lccti tlo6
E Zoa.ge tiq tboe S !t' 3!l' 3a'
.t to tL rut llr. o, tlr. BrE .e
ot r.ld colondo ltw S C l0' ta' I
u REGPUoD No. ?eSttli tLG
Ej!@
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291No. 7t! Stcet I P.O-8oa?A / 8[t. CO 81652
Phouq 97o.A76-235S / Fa:: 97(}.87fj-2937
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February g,ZOl;+"
Garfreld County Buildine aad Planning
Artn: l4r. MarkBean, Director
10E 86 Strea, Suite 201
Glenwood Springs, CO 81601
Dear Mark
Thank you for discussing wittr me the projcct }nown as "The Rapids", a proposed
subdivision within Garfieid Comty. I understand thu tle project is platted for thirty-
three (33) units currently, and trat ttre ryplicant, Mr. Gerre Hilton, wishes to increase the
'deusity.
Mr. Gene lilton and lv{r. Russell Talbofi approached r.be Tovrn regarding poteatial
anachmeDt to rhe Town's wastewarer coliection and tcafment syster& recently extended
by the Re-2 School District to the CoaI Ridge lligh School, a mile and a half east of Silt,
along Stare Highway 6. Mr. Ililton explained ttrat the sewer linc could be aligned along
the Lower Cactus Valley Ditch, south of ltighrvay 6, until a point just south of &e high
school property, a distance of 3J miles. He claimed that there wet€ even grants available
for the Towrr to apply for in assistiog with this tlpe of conssrrction of a regional
wastrewatcr systeEl lv{r- Hilton dso suted that the developmcarts arc within five (5) miles
froa the SiIt Town limis. Finally, Mr. Hilton claimed that *re Apple Tree Mobile llome
Park cor:Id also bc anached to rhc scwcrline, and thc two projects could pay the Tourl
up-frcnt for that capacity withia oru system tbat Sdllwater PUD had flot yet fuifilled-
Afrer rcadiag Mr. }[lton's repofi on the con&nts of this meeting, there are some items
that Mr. llilon rrrisinterpreted Tlre Toum staff informed Mr, Itrlton and Mr. Talbon that
the cosr of an out-of-towtr sewer tap is $10,500 (triple thc norcral tap fee of $31500, not
$31700), and no mention was madc about tap fees increasinB by 67o each year. Staff
advised Mr. Hlton and [4r. Talbon that tbe culent rarc for in-rown wastewater service is
trig.22 permonth, and escalates at a rate of 6% on January I, 2004 and on Jaruary 1,
2005, and then 3% each yesr thereafter. Our-of-town wastewater service is double the
in-bwn riue,notuiple
Sraff menrioned rhat there was a cost rccovery to the School Disuict for thc pipe that the
Disrricr is installing (1.5 miles, not 3.5 milcs), and thu the cost recovery was based on
the Eaounr of capaciry that each proposed developrnent would use, in texas of the impact
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Of the developmentversus the size of the pipe. It is unclear where ltdr. Efilton agivcd at
dre $35/foor times 3.5 miles, for a total of$23'a0o, siDce no figure was eve'r discussed'
Mr. Itrlton srated thar rhe best location for iustallaffon of a sewer line would be tbe Lower
Cacrus Valley Ditch Easement, south of State Ilghway 6. trdr. Iiliiton states th8! the dirch
company would not allow sewer'lines h the dirch easement, but the Town has ao
tarowtedge that the ditch couid forbid this alignrnent' 'q'n4 n'irile this may be the best
location Ior I"Ir. I[.lto,n, it appears from the Town's perspective thar relative]y few pucels
cor:ld j1p on, aud therefore wOuld not be a cost efficieat venfure for &e Town, meaniug
that thc io"* wouid be responsibic for a lot of sewer line with relarively few users !o
help pay the rnonthly maintpnance bi[. This alignment could present a rrcssy
mainienance siruation for the Town in the nur-off months, as weli. Mr. Ililton indicated
that he had no desire to rnainrain 3.5 miles of collecdon Eain, and Silt citizens should not
be unduly brudened either, Addirionally, tlre Town of SiIt would not likely apply for
grarts to-iastall collection liaes d-rst would benefit residential units, as the chance for
Ieceivrng such a grant would be exwmcly small in light of rhe cu11ent economy. Both
lrtr, lfit,io'r pocct and the Apple Tree Park are in exces of five (5) oiles from the
Town of Silt Loundories, in most developed locations, and little Iess than five (5) miles
from the Stillwater PUD eastern edge, akhough no urilities arc in thar location and are not
proposed iu tbat location for some time. It would apPear that New Castle and these
bevtlo"praents could more easily fotm a synbioric relationship.
p6tosophically, the Town of Silt .opporu a regional wsStowlrcr Eeatment system, and
thc Tovrn appreciates rhe Couary's uliorts in limiting density in Counry subdivisioos that
may affect otfrer Town idrastructure, such as toads, bridges and interchanges'
wastewster sysEms 8re extremely expensive, need round-the-clock maintenance and
require a cefiified operator. The Towu of Silr would encourage further cornmunicarioa
with the &veloper and the County regarding this issue'
Thsok you for this opporttrnity for the Town of Silt to coflment on this project. Should
you have any qucstions, pleasl do not hesimte to call Monday through Itiday, from E
arL to 5 pn
Sincerely,
@@
Ianet G. Steinbach
Community Development Director
CC: Board of Trustees; Richard J- Aluise, Town Administratoc file
MARTIN / MARTIN
trO N ElULTIN G] ENGi IN EEFITI
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Exhibit E
TELEPHONE C OI{VERSATION RECORI)
Pase I of2
Call From: Dwain Watson, CDPHE Grand Junction
To: JeremY Montrose
Copy To: Roger Smades Project No.: 16454'C'01
Project Title: Rapids on the Colorado
Date
Time:
January 24,2004Rev
3:a5 E am [lPm
Discussion:
Dwain had the folowing preliminary comments regarding the Site Apprication submitted to him earlier this week'
1. He first requested that I send him the pELs which I had received from the permits Unit this week' I faxed
z. l*irlr::[J1tl,l*,iT!",l;ich shows the floodplain boundary crearlv along with the precise location of the
3. H:T:ffii:X:'1il"##:l':Hi certirying that the Rapids Development corporation has the necessary tunds
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to construct the facilitY.
He'asked how close the nearest residence wtill be located to the treatment facility, and reminded me that
H:trf: iill :::;:jX:ffS,'";:;T::#;;*,r," ""**t r"",ity w,r be encrosed in a bu,ding If
:^ l nnn'iil:';""lrl'r,;*';ffi;l;;;iidi's:.'l'j"lo^:1::?::n::1":'?f:;6 3;i:?**.:il:l?H;:l';l;::?5;'r;;;j;ii;;il*1=,x.1*,:Hirlli'*.T:i,5,il*::."1
il1"""r1fi:t*,li::H:ffi;i, ,il?;;: alsociat"a with these uod"a buldings must be added to the cost
6:\SMADES\Rapids\Wp\Tclccon l-2444'doc
12499 West Colfax r P'O' Box l5 I 500
Civil Department Fax: 3034314028 '
7. i{Llltlrtl", a porishing pond, firter (such as Dynasand) or emergency storage basin (as required by design
criteria 5.14.10) must be added to the cost estimate'
8. He stated ,t
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ti'"'tt'""fd be using 350 gpd/tap tltl:t than 250 gpd'
9. He informed me that Silt's new Uo'nii'i' fles within ttuee milJs of the Rapids site' and therefore Silt must
provide review cornments on the Site Application-'
10. He then informed me that full inrrurt u.tore and the Silt town boundary have been expanded to within three
miles of the Rapids site. The n"* cui'.id county High School to be lalled coal fudge is on the south
side of the south I_70 frontage ,ouo *J on the north side of the river at Davis point which lies at
approximaterv u"t*"* ,."ttn, 10 ;; 11. That means that he would like to see the option of
consolidation with Silt examineo n,orl tr,oroughly. t. 3*ittine sewe1l-i11 at Davis Point is 15"' which
wilt easily accept our flows. Th. d;igr;;fffiof tU.Silt plait is 0'750.MGD' and they are only
operating ", "prir".i-"ely
0.160lvlcr, to'tt'"te is ampte capacity as well' Dwain also gave some new
numbers to be used in thij .onrotioJl', option, which'he feils are much more appropriate cost
information. He stated that the ror.. *uin "* i. installei ior $ 15-20/foot, and that Silt's tap fees are only
$3000/tap. This dramatically decrear., irr. cost associat.a;,h this consolidation option' but there is the
added.oit of .onttructing the river crossing'
11. He further stated that we should *J rr"raJr to convince Talbott to coordinate with us for the development
of this lift station to tie in to silt. He stated that they .. * u compliance schedule, and the re-lining of the
lagoons is likely going to ue ru, -o,-"""*p*'i,. than the Talbott's expect. Therefore, they may be more
amenable to constlidation once ,t.v ,.uiir. the extent of that cost. T:he lift station on our property would
possibly b. ,bl; t;-i;il gravity fi"-i ;;;1.i'i.ii'*J,r* nup r."t to Silt would probablv be bargained
The above is considered correct unless resPonse to the contrary is received within 7 days from date above'
Rcviscd 022E
-^. "n, inmartin.com. Luk"*ood, Colorado 80215 r Telephone: 30343 l-6100 ' www'martl
Structural Deparrment Fax, lol+l r -oaoi r Marketing Department Fax: 303456-9923
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TELEPHONE CONVERSATION RECORI)
Page2
downif,betweenbothentities,theywereofferingSi]tover500taps.Anotherbenefittothisoptionisthat
it would take both the Rapids una eppir-rr"" tra'ruottl out of the i.*ug" business completely.
rn summary, Dwain feels that we have more work to do prior to the site-Ap being-considered complete' So
hopefully we can ,it io*r, una discuss all these items as soon as possible on Monday.
JJM
Revised 1t26t04 Per the following:
Item r 0. The coal Ridge High School is actually on the north side of Interstate ?0, but the 15" interceptor is
i""""a on the south sidi of the south frontage road'
Addition:
The Sti,water puD, approximatery r 500 taps is a deveropment that has been placed on hold, which is partially why
the Town of Silt WWii is currenily operating so far under capacity'
The above is considered correct unless response to the contrary is received within 7 days from date above'
Rcvised 02/2E
12499 West Colfax o P.O. Box 151500 r Lakewood, Colorado E02t5 r Telephone:303431'6100 r www'martinmartin'com
Structural Department r*, rorarr-oaoi o Marketing DePartment Fax: 303456-9923
Civil Department Fax: 303431-402E '
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IEGAT DESCRIPTION
12]..488 ACRE PARCEL
A tract of land situated in the SE1/4SW1/4 and the SW1/4SEI/4 of Section 4 and
the NW1/4NE1/4 of Section g all in township 6 south, Range 91 West of the 6th
P.M. being described as follows:
Beginning at the southwest corner of said section 4; thence N 00o50'00" w
438.10 feet al-ong the west Iine of said section 4 and along the Easterly line of
that parcel of i;"; described in Book 570 at Page 266 in the office of the
GarfieLd County Cferk and Recori"ti-af,""ce N 75643'18" w 101'89 feet; thence N
17.0g,41, w 1l-5.59 feet; ttence u'53o4?'08" W ir77'75 feet to the center of the
Colorado River; thence along the center of said river N 23o43'15" E 339'10
feet;thenceN23o43'20,E31o.00feet;thenceN35.08'15"E41.9.25feet;
thence N 42"56,13, E Agg.Gz f";;; ln."l" N 65o01'47" E 404'40 feet; thence N
71,35,12, E 503.50 feet; thence N 84o15'20'E 284'gg feet; thence S 81'33'38"
E 2q{.47 feet;-;;";; i'se'02'41u E 266'82 feet; thence s 68o 42'Ltn E 480'81
feet to the west line of the erannan subdivision Exemption No' 1; thence along
said West line and departing the center of said Coforado River S 00"50'54" E
520.60 feet to the Northeast corner of that parcel described in Book 52? at Page
743asneceptionNo.293881;ttrencealongtheboundaryofsaidparcelS
1g"22'10, W 32g.61 feet; thence s 08o40;15" E 430'97 feet to the southerly
RightofwayofcountyRoadNo.-335;thencealongsaidRightofwayNTg'02',15"
E'4.10feet;thencealongacurvetotheright'itft,''arclengthof303'67
feet, a radius of 389.99 feet, a central ungI" of 44o36'48"' a chord bearing of
S ?8"391'2!n Et a chord length of 296'05 feet, thence S 56o20'56" E 284'92 feet;
thencealong".o'.,.totheleftwithanarcIengthof61.52-feet,aradiusof
lgl.32 feet, a centraf angle oi-ZO'tgt15", a cnoid bearing of S 66o27'34" E' a
chord Iength of 67.1? feei, ttrence departing said Right of Way S 17o47'53" E
308.48feet;trr.rrc"sL2"5i'36'E'136'29feet;thencealongacurvetothe
right with an "rl-i"rgth of 236.a8 feet, a radius of 548.35 feet, a centraJ
angle of 24,42iiC,, a chord b.;;i;q-;r-! oo"sr'19" E, a chord length of 234'65
feetr thence S it"49'58'W L41.56 feet; thence S 89'30'00" W 318'77 feet;
thence N 11"30'OO'W 1150.00 feet; thence N 49o30'00" w 395'00 feet; thence s
70o45.00,'w 870.00 feet; thence S 29"OOrO0rr W 414'95 feet; thence S 00o)-A'42"
E 64.L4 feet; thence S 89o20'0'" w L3O8'98 feet; to the Point of Beginning
containing l21-. 488 Acres'
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291 No, 7t! Stcct I P.O. Eos 70 / Eilt, CO 8f652
Phouq S?A-A7&2359 / Far 970-87&2937
February 9,2004
Garfield County Building aed Planning
Artn: ttdr. MarkBean, Director
rcE 8'i Streu, Suite 201
Glenwood Springs, CO 81601
Dear Mark
Thank you for discerssing with me the projcct Im'own as "The Rapids"' a prOpOsed
subdivision within Carneia Coumry- I understand thar tle project is planed for thirry-
three (33) snits curently,, ild trat uhe agplicant, Mr. Gerrc }Iilton, wishes to increue ihe
densiry.
Mr. Gene lfiltou and lv{r. Russel] Talbot approached the Town regardiag potential
anachment rc rhe Towu's wagtewalef, collcctioa and tcament systeln, recenrly exteaded
Uy tfr" noZ School Disuict to the Coal Ridge High School, a mil,e and a half east of Silt,
iorrg Stare 1lighway 6. Mr. Hilton explained ttrat the sewer line could be aiigned along
the I]ower Cactus VAtey Ditch, south of Highway 6, until a point jusr south of tho high
school property, a distance of 3J miles. He claimed that there were even Srants available
fgl the town to apply for in assistiag with this type of corutnrction of a regiooai
wasrewattr rysd i,,tr. Hiitoo also srated that the developmcats are within fivc (5) miles
from r1e SiltTown limis. Finally, Mr.Ililton claimed that the Apple Tree Mo'bile l{ome
park could also bc anached to rhc scwcf, liae, and the two projects could pay the To'ra
up-fmnt for that capacity withia our system tbat StillwarsPIJD had not yet fulfilted
Nter reading Mr, Elton's repofi on thc contcf,ts of this aeeting, there are loge itens
thar Mr. Hilton misinterpreted TheToum staff infornedlvlr, I[lton andlvft. Talbo[ that
the cosr of an our-of-town sewer tap is $10,500 (rripie thc normal tap fee of $31500, not
$3J00), and no mention was madc about tap fees incteasing by 69o each ycar. Staff
advised Mr. tfiIton and Mr. Talbon thar the current rate for in-town wsst€wat€r service is
tr3g.z1permonth, and Escalares &t a rate of 6% on January l, 2004 and on Jaruary 1'
2005, aiO tfr* 3% each year thereafter. Out-of-towr wastewater senrice is double the
in-town rale, not uiple.
Sraff menrioned that there was I cost recovery to the School Disuict for thc pipe that thc
Districr is installing (1.5 miles, not 3.5 roilcs), and &U the cost recovery was based on
the anounr of capaciry that each proposed developrnent would use, in terts of the impact
NQ. U/4
FE5. 9.?@@4 3:25PM 9?.@a76?9r37
of the development veEus the size of *re pipe. It is unclear where h{r' L[ltoa arivcd at
rhe $35/foor timee 3.5 miles, for a total of $-gZl,q00, since uo figr:re was eve'r discussed'
Mr. Iiilton stated thar rhe best iocation for installaton of a sewer line would be tbe Lower
L^"* Valiey pirch Easecrent, south of State ltrghway 5. Idr. Hilton states that the dirch
**f*y *orto nor allow sewer'lines if, the dirch easement, but the Town has no
i*ffi;g" otttu" dirch couidforbid this alignrnent' tud" while this may be the best
Iocatioo for Mr. mfton,it aPPears from the Town's perspective thar rclatively few pucels
could tap On, and therefore would not be a cost cfficieat ventire for the TowD, meaning
that the to*o would be responsibie for a lot of sewer line with reluively few users !o
heip pay the monthly maintenance bi]l. This alignment could plesent a nessy
maintcnance situation for the Town in fhe n n'of months, as well' Mr' Hilton indicated
that he had no desire to mainain 3.5 miles of collecdon main, and silt sitizens should not
be unduiy br:rdened either, Addidonally, che Town of Silt would not likely apply lor
g.*t to'iostall collection liaes trat would, benefit residendal units, as the chance for
ieceirrng such a grant would be exremely small in light of tre curent economy' Both
N,Ir, Elft'r p*irt and the Apple Tree Park are in excess of five (5) miles from the
Town of Silt boundaries, in most developed locatioos, and little Isss than five (5) niles
toro ffue Sti]lwater PUD easBrn edge, afthough no uri]itieE are io that location and are not
poopoita iu tbat location for some tiae. It would aPPear thal New Cxtle and these
ievtlopm"nts could more easily fom a synbiotic relationship.
Phitosophically, the Town of Silt suPPoru a regional wastfwTer Eeatluent system' and
thc Tovm appreciates rhe Couary's uJioru in fimiting density in County subdivisioas rlat
may uffect oiter Town iafraetucture, Such as roads, bridges and interchanges'
Wastewater systems 8re extremely experrSive, need roun&the-clock mainteaance and
require a cerrified operator. The Town of Silt v6rrld encourage further cornnunicarion
wiin me developer and the County regarding rhis issue'
Thsok you for tiris oppornrnity for the Tolrn of Sitt to coflment on this projectt Should
,", fr"i. ,ry e*"rid;., please do not hesimte to call Monday through friday, from E
rm-to5Pn
Sincerely,64@
Ianet G. Steinbach
Community D eveloPmcnr Director
CC: Board of Trustecs; Richard J' Aluise, Town Administrato4 file
MARTIN / MARTIN
Et*=r,-r,* G ENG INEEREI
Exhibit E
TELEPHONE COIWERSATION RECORD
Page I of2
Call From: Dwain Watson, CDPIIE Grand Junction
To: JeremY Montrose
Copy To: Roger Smades Project No.: 16454'C'01
Project Title: Rapids on the Colorado
Date
Time:
January 24,2004Rev
3:a5ilamfiPm
Discussion:
Dwain had the following preliminary comments regarding the Site Application submitted to him earlier this week'
1. He fust requested that I send him the pELs which I had received from the permits Unit this week' I faxed
them to him this afternoon.
^r-_ ,.,^^r-loi- l,nrrr ith the precise location of the
2. He requested;;;;; *t i.i, shows the floodplain boundary clearly along w:
3. H:T:ffJ:iJ:"iil?r#:"':Ht certifying that the Rapids Deveropment corporation has the necessary tunds
to construct the facilitY'
Application . --ir^-^^,,,ir.l lre rncated to the treatrnent facility, and remindedm: tna]^
5. He asked how crose the nearest residence will be rocated to the treatrnent facility,and reminded me that
there is a 100, setback requiremenl ur.r*ing that tle treatm; iac,ity w,r be inclosed in a building' If
the raclity i,,",;;;,;"i" "lll*:;,,1:;':ff:[ilI'jfi:1il]?f::-"er wm armost derinitery need
6' :ffi",*T:H:H*tx:1?::::;h:%'i::ffiffiffiiliu.* "a.i.ia
tuildings must be added to the cost
estimates.
7. The cost for a porishing pond, filter (such as Dynasand) or emergency storage basin (as required by design
"iit".iu
5 . 14. I0) must ie added to the cost estimate'
g. He stated that we'siou"la i. uring 350. gpd/tap r1tll:r than 250 gpd.
g. He informeo me trrat silt,s new uounau:i1i.i wittrin tr,r". *ilJr of the Rapids site, and therefore Silt must
;, H:[**]ffiHil:i;lii'J-'"'i*'Jllilli?;._91r,:y boundary have been expanded to.within,three
miles of the Rupias site. The ".* c#ria-c"rrry High schooii"L. called coar fudge is on the south
side of the south I-70 frontage ,ouo uni-o;;;;";th sfre of the river at Davis point which lies at
approximat"rv u"r*"* secttns to uni ii. Trrut means thal he would like to see the option of
consolidation with silt examinea *o"''ho';;;iv' Ft:iiJ;s t;lll: 3lD^*is Point is 15"' which
will easity """rp;;;h;;;.-The
d:slgn ""p"I#"rthe
silt pr#iit 0'7s0.MGD',and thev are onlv
operating u, uoproit u*iy o.roovct, r"ir,.tJ is ample capacity as well' Dwain also gave some new
numbers to be used in this conso-lidatiJn "pJ"r,
*ni.h he feels are much more appropriate cost
information. He stated that the ror.. *uilr'.u, fe installed- #sii-iolr"ot, and. that silt's tap fees are only
$3000/tap. This dramatically decreaJ;,h.;a associated;rh ril""nsoiidation option, but there is the
,, fiili;jj ,o;;H#.i::*:,:T:,?"r'iil3;. convince ralbotr to coordinate wlth us for the deveropment
of this rift station to tie in to Silt. He siated that they *. on u Jo*priance sch.edure, and the reJining of the
lagoons is likely going to Ue f* 3or. e;;t*. than the Tahott;t t*pttt' Therefore' they may be more
amenable to consloridition once tir.v r.uiir. ,t. .*,.nt "f th;;;;;.
-Tile
lift station on our properry would
possibly b" "bt;i;;;;;;rtt no* rro* ialbott and the tfr i..t t" Silt would probablv be bargained
r---
The above is considered correct unless response to the contrary is received within 7 days from date above'
Rcviscd 02/28
cGruuesrupids\wp\Tclccon l-24'04'doc
ileewestcorrax . ,*,rj;#,roj '"#i:;,t'-'3*;.#rfX';ffi:'?;
Civil Department Fax: 3034314028 '
TELEPHONE CONVERSATION RECORI)
PageZ
downif,betweenbothentities,theywereofferingSiltover500taps.Anotherbenefittothisoptionisthat
it wourd take both the Rapids una eppil-rr"" (rituott) out of the i.*ug" business completely.
In summary, Dwain feels that we have more work to do prior to the site-Ap being-considered complete' So
hopefully we can ,it i"*r-"ro discuss all these items as soon as possible on Monday'
JJM
Revised ll26t}4 Per the following:
Item r0. The coal Ridge High Schoor is actually on the north side of Interstate 70, but the 15" interceptor is
i."r,"a on the south siJe ofthe south frontage road'
Addition:
The Stillwater puD, approximately r 500 taps is a development that has been placed on hold, which is partially why
the Town of Silt WWti is cunenily operating so far under capacity'
TheaboveisconsideredcorrectunlessresPonsetothecontraryisreceivedwithinTdaysfromdateabove'Rcviscd0228
;ffii'T;i:ll'r:r*:lt$*:rri:iii[#"'i 'r,,"'fri]i"Jl;ffiT$;:i;i-a:r-iioo o Marketins DePartment Fax: 303456-ee23
Exh',b,* (
LEGAI DESCRIPTION
].2]..488 ACRE PARCEL
A tract of land situated in the SE1/4SW1/4 and the SW1/4SEL/4 of Section 4 and
the NW1/4NEL/4 of Section g all- irr-tor.,"trip o souin, Range 91 West of the 6th
P.u. U"itg described as follows
Beginning at the southwest corner of said section 4; thence N 00'50'00" w
438.10 feet along the west Line of saia section a ana along the Easterly line of
that parcel of rlrra a"".ribed in Book 570 at Page 266 in the office of the
Garfierd counry crerk and Recori"ii-ir'""""-N ls;q3'18" w 1oL'89 feet; thence N
17.0gr41' W 1l-5.59 feet; trrence N'53'47'08' w ill 'ls feet to the center of the
Colorado Riveri-in""t" along tf'e Lenter of said river N 23o43'15" E 339'10
feet; thence N 2a;43'20'E 310'00 feet; thence N 35o08r15" E 419'25 feet;
rhence N 42"s6',ig',-E lss'62 f";;; ;;;;;"-ii-es;or'47" E 404'40 feet; thence N
71"35'!2u E 503.50 feet; thence N 84ol'5'20' E'
-iaq'99 feet; thence s 8L'33',38',
E244.4afeet;thencesSE'oz'iiln266'82r""iithences68o42'11"8480'81
feet to the West line of the arann",, s..,uai,ision Exemption No. ti thence along
said west line and departing tne c.r,ter of said colorado River s 00o50'54" E
520.60feettotheNortheastCornerofthatparceldescribedinBook52TatPage
?43 as neceptioi ,o. 293881, th;;;; .fo'g thl boundary of said parcel s
1g"22'10, w 328.61 feet; tnence i 08"40i15" E 430'9? feet to the southerly
Right of st-ay of-County Road No.-:is; thence arong said Right.of Way N 79o02'15"
E' 4.10 feeti thence along a curve to the right 'litn "n aic length of 303'67
feet, a radj-us of 389.99 feet, a central angle of 44o36'48", a chord bearing of
s 7g"3g,.21'E, a chord length of 2g6.05 feet, tn"r,ce s 56o20',56" E 284'92 feet;
thence along a curve to the r.tt ,itt an arc r""glt' of 67 '52 -feeL' a radius of
Lgl.3Z feet, a central angle ot-ZO;ig'L5", a choid bearing of S 66'21'34" E' a
chord rength or:ii.17 feei, thence departing said Right of way s l-7o47'53" E
3O8.48feet;tnence-sL2"5i'36"-p736'29feet;thencealongacurvetothe
rj-ght with an...-i""gah of 236.Ig t..t, a radius of 548'35 feet' a central
angle of 24-"42iia,, a chord b.;;;;g-;i-3 o9'grirg" p, a chord rensth of 234'65
feet, thence s ii"4g,5g, w rar.se-feet; thence s 89"30'oo" w 318"17 feet;
thence N 11"30,00, w 1150.oo i..i; thence lr ag'io'00" w 395'00 feet; thence s
7oo45.oo,'1^J B?0.00 feet; tnence i'29o00'oo' w ilq'gs feet; thence s 00"74'42"
E 64.14 feet; thence s BgoZO'.Og" w l'308'98 feet; to the Point of Beginning
containing 1'21.488 Acres '
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LEGAL DESCRTPTION
TITLE COMMITMENT
OWNBRSHIP DEEDS
PROPERTY BOT]NDARY
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LEGAL DESCRIPTION
The RaPids of the Colorado
A tract of land situated in the sw1/4 0f Section 4 and the SE1/4 0f section 5,
iownsnip 6 South, Range 91 West of the 6th P.M. described as follows:
Beginning at the Southwest Corner of said Section 4;
thence N O. 50', 00" w 438.10 feet along the west line of said section 4 and
along the Easterly line of that parcel of land described in Book 570 at Page 266
in th6 office of the Garfield county clerk and Recorder;
thence N 75'43'18" W 101'89 feet;
thence N 17" 08' 41" W 115.59 feet;
thence N 53" 47' 08" W 177.75 feet to the center of the Colorado River;
thence along the center of said river N 23" 43', 15" E 339'10 feet;
thence N 23" 43'20" E 310.00 feet;
thence N 35' 08' 15" E 419.25 feet;
thence N 42" 56' 13" E 499.62 feet;
thence N 65' 01' 47" E 404.40 feet;
thence N 71' 35'12" E 503.50 feet;
thence N 84" 15' 20" E 284.99 feet;
thence S 81'33'38" E244.41 feet;
thence S 58" 02' 47" E 266.82 feet;
thence S 68' 42' 11" E 476.70 feet;
thence departing the center of said colorado River s o" 29' 34" E 523'50 feet to
it'l" Nortndast corner of that parcel described in Book 527 at Page 743 as
Reception No.293881;
in"nj" along the boundary of said parcel S 78" ,?2' 19" W 321 '42feel:
thence S 8. 40, 15,, E 37d.2gfeet to a point on the Northerly Right-of-Way of
County Road No. 335;
in"n.6 along said Right-Of-Way S 78" 58'32" W 207.05 feet;
thence 140.1s teet riong a curve to the left, having a radius of 1030'00 feet' a
central angle oI7" 47' 46"; the chord of which beais S 75" 04' 40" W 140'04 feet;
thence S 71' 10' 47" W 396.23 feet;
thence 66.20 feet along the arc of a curve to the left having a -ce{1{ angle of 7'
09' 25" and a radius of 530.00 feet; the chord of which bears S 67" 36' 05" W
66.16 feet;
thence S 64' 01' 23" W 296.11 feet; .rt on thethence departing said Right-of-Way S 0' 14' 42" E 653'78 feet to a poll
South line of said Section 4;
thence s 89" 20'0S" w l30s.gS feet to the POINT OF BEGINNING;
saiddescribedtractcontaininggT.269acres,moreorless'
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Land Title Guarantee ComPanY
YOUB CONTACTS
Property Address:
Buyer/Borrower:
TBD
Seller/Owner:
RAPIDS DEVELOPMENT CORPORATION, A COLORADO CORPORATION
If you have any inquiries or require further assistance,
For Closing Assistance:
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Need a map or directions for your up-coming closing? Check out Land Title's web site at www'ltgc'com
Jor directidns to any of our 40 office locations'
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ESTIMATE OI TITTE FEES
TBD Commitment $784.00
TOTAL $784 .00
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Exhibit 28
Date:06-13-2003
GW241562Our Order Number:
please contact one of the numbers below:
For Title Assistance:
Glenwood SPrings "gw" Unit
l3l7 Grand Lvel200
Glenwood SPrings, Co 81601
Phone: 970-945-2610
Fax: 970-945-4784
Fotrt CONCACT TIIANK YOU FOR YOIJR ORDER!
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Commitment to lnsure
ALTA Commitment' 1970 Rev'
0LD REpUBLIC NATI0NAL TITLE INSURANCE C0MpANy, a Minnesora corporation, herein called the Company, lor a
valuable consideration, hereby c0mmits t0 issue ifs policy or policies ol title insurance' as identilied in Schedule A' in lavot
ol the proposed lnsured named in schedule A, as owner ot mortgagee ol lhe estate or inleresl covered hereby in the land
described or referred t0 in Schedule A, upon paYment of lhe premiums and charges rherefor; all subiect to the ptovisions ol
Schedule A and B and to the Conditions and Stipulations hereot'
This commirment shall be ellecrive only when the indentity 0f the proposed lnsured afld lhe amount ol the policy or
policies commirted for have been inserted in Schedule A hereof by the Company, either at the lime ol the issuance ol this
Commitment or by subsequent end0rsement'
This commitment is preliminary to the issuance ol such policy or policies ol litle insurance and all liability and obligations
hereunder shall cease and lerminate sir months after lhe effective date hereof or when the policy or policies committed ior
shall issue. whichever lirst occurs, provided that the lailure lo issue such policy or policies is not lhe fault ol the company'
C(]NOITIONS AND STIPUTATIONS
1. The term "mortgage", when used herein, shall include deed of trust, trusl deed, or other securily insttument'
z. lf Ihe pr0p0sed lnsured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim ot other
matter artecting the estate or inreresr or morrgage there'n covered by rhis commitment other than lhose shown in Schedule B hereof' and shall tail to disclose such knowledge
ro the company in writing, the company shall be relieved lrom liability tor any loss or damage resulting lrom any act of reliance hereon to the ertent the company is prejudiced
by lailure of the proposed lnsured t0 so disclose such knowledge. lf the proposed lnsur€d shall disclose such knowledge to the company,0r if lhe companY olhetwise acquires
actual knowledge ol any such delect, lien, encumbrance, adverse claim 0, 0ther mailer, the company at its oplion may amend Schedule I ol this commitment accordingly' but
such amendmenr shall not relieve the company lrom liability previously incurred pursuant to paragraph 3 ol lhese conditions and Stipulalions'
3. Liability 0l lhe company under this commitment shall be only l0 the named proposed lnsured and such parties
incruded under the delinition or rnsured in the form of policy or poricies committed for and only lor actual loss incurred in reliance hereon in undertaking in good taith (a) to
comply with the requiremenrs hereot or (b) to eliminate exceptions shown in schedule B, or (c) t0 acquire or create the eslate 0r inlerest or mortgage thereon covered by this
con*nitmenr. ln no event shall such liability erceed rhe amount stated in Schedule A lor the policy or policies committed lor and such liability is subiect l0 the insuring
provisions and the conditions and Stipulations and the Erclusions from coverage of the form ol policy or policies committed, lor in tavor ol the proposed lnsuted which are
herebyincorporatedbylelerenceandmadeapanofthiscommitmeotelceptaserpresslymodiliedherein.
4. Any action 0r actions 0r righls 0f action lhat rhe pr0p0sed lnsured may have 0r maY bring against the Company
arising out of rhe status ol the litre ro lhe eslate or interest or the status or the morlgage lhereon covered by this commitment must be based on and are subiect t0 the
provisions ol this Commitrnent.
STANt]ARD EXCEPTIONS
ln addition l0 the mailers contained in the conditions and slipulations and Exclusions ltom coverage above
' relened lo, this Commitment is also subject to the lollowing:
l. Rights or claims ol parties in possession n0( shown by the public records'
2.Easements,orclaimsoleasemenls'n0lshownbythepublicrecotds'
3. Discrepancies, conflicts in boundaly lines, shortage in area, encroachments, and any lacts which a correct
surveyandinspectionollhepremiseswoulddiscloseandwhicharenotshownbythepubliclecords.
4. Any lien, 0r right to a lien, lor services, labor or material theretofore or herealler furnished, imposed by law
and not shown by the public records.
5. Defecls, liens. encumbrances, adverse claims or other maltets, if any, created, first appearing tin the public records
this corn'nilmenl'
lN ryITNESS ryHERESF, Old Republic National Tirre rnsurance company has caused its corporate name and seal to
be hereunto alfixed by iis duly authorired oflicers 0n the date shown in Schedule A, to be valid when countersigned by a validating o{licer or other authorized signatory'
-I,1"-^^\lYtUr.{r*'
Authorired Signatute
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(]tD REPUBTIC NATIONAT TITLE INSURANCE COMPANY., . , , , ., .
AStock companY ..:l;+l''1.;:',
400 Second Avenue South -a.ft].: ' ,""2',
Minneapolis, Minnesota 5S40l i t-'* (1[ " Zl
(612) 371.1111 =-i. * r\' -+ d --
..";i": i...'::.
OId Republic National Title Insurance Company
ALTA COMMITMENT
Our Order No' GW241562
Schedule A Cust' Ref':
PropertY Address:
1. Effective Date: May 16, 2003 at 5:00 P'M'
2. Poticy to be Issued, and Proposed Insured:
'TBD'Commitment
Proposed Insured:
TBD
,3-Theestateorinterestinthelanddescribedorreferredtointhiscommitmentandcoveredhereinis:
A Fee SimPle
4. Title to the estate or interest covered herein is at the effective date hereof vested in:
RAPIDSDEVELoPMENTcoRPoRATIoN,ACoLoRADoCoRPoRATIoN
5. The land referred to in this Commitment is described as follows:
LOTS 1 THROUGH 33 INCLUSIVE
THE RAPIDS ON THE COLORADO
ACCORDING TO THE PLAT RECORDED SEPTEMBER g' IggT UNDER RECEPTION NO'
5 13353
COUNTY OF GARFIELD
STATE OF COLORADO
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ALTA COMMITMENT
Schedule B-1
(Requirements) Our Order No' GW241562
The following are the requirements to be complied with:
payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be
insured.
proper instrument(s) creating the estate or interest to be insured must be executed and duly fited for record, to-wit:
THISCoMMITMENTISFoRINFoRMATIoNoNLY,ANDNoPoLICYwLLBEISSUED
PURSUANT HERETO.
ALTA COMMITMENT
Schedule B-2
@xceptions)Our Order No. GW241562
Thepolicyorpoliciestobeissuedwillcontainexceptionstothefoltowingunlessthesamearedisposed
of to the satisfaction of the Company:
1. Rights or claims of parties in possession not shown by the public records'
2.Easements,orclaimsofeasements'notshownbythepublicrecords'
3.Discrepancies,conflictsinboundarylines,shortageinarea,encroachments,andanyfactswhichacorrectsurveyand
inspection or tn. pr"Jres would disclose and which are not shown by the public records'
4.Anylien,orrighttoalien,forservices,laborormaterialtheretoforeorhereafterfurnished,imposedbylawand
noi shown bY the Public records'
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or
attaching subsequent to the effectire date hereof but prior to the dais the proposed insured acquires of record for
value the "rt"t. o, interest or mortgage thereon covered by this Commitment'
6. Taxes and assessments not yet due or payabre and special assessments not yet certified to the Treasurer's office'
7. Any unpaid taxes or assessments against said land'
8. Liens for unpaid water and sewer charges' if any'
DEEDoFTRUSTDATEDSEPTEMBER03,IggTFRoMRAPIDSDEVELoPMENTCoRPoRATIoN'
A COLORADO CORPORATION TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE
USE OF GENE N. rrIJrON TO SECURE THE SUM OF $3,850'OOO'OO, AND ANY OTHER
AMoUNTSPAYABLEUNDERTHETERMSTHEREoF,RECoRDEDSEPTEMBER0g,I99T'IN
BOOK 1032 AT PAGE 994.
SUBORDINATION AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED
inNuenv 28,zoo3,IN BooK 1430 AT PAcE 873'
DEED oF TRU'T DATED JANUARY 27,2004 FR.M RAPIDS DEVEL.PMENT C.RP.RATI.N' A
COLORADO CORPORAIION TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE
oFFIRSTUNITEDBANTToSECURETHESUMoF$1,700,000.00,ANDANYoTHER
AMOUNTS PAYABL;UNDER THE TERMS THEREOF' RECORDED JANUARY 28' 2OO3' IN
BOOK 1430 AT PAGE 876.
FINANCING STATEMENT WITH FIRST UNITED BANK' THE SECURED PARTY' RECORDED
JANUARY 28,2003,IN BOOK I43O AT PAGE 882'
THEEFFECTOFINCLUSIONSINANYGENERALORSPECIFICWATERCONSERVANCY'FIRE
pRoTECTIoN, SoIL ANSERvATIoN on orueR DISTRICT oR INcLUSIoN IN ANY wATER
o
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11.
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ALTA COMMITMENT
Schedule B-2
(ExcePtions)
Thepolicyorpoliciestobeissuedwillcontainexceptionstothefollowing
of to the satisfaction of the Company:
SERVICE OR STREET IMPROVEMENT AREA.
Our Order No' GW241562
unless the same are disPosed
13'RIGHToFPRoPRIEToRoFAVEINoRLoDEToEXTRACTANDREMovEHISoRE
THEREFROM SHOULD THE SAME gE TOUNN TO PENETRATE OR INTERSECT THE PREMISES
ASRESERVEDINUNITEDSTATESpnTTNTRECoRDEDMARCH15,I8g8,INBooK12AT
PAGE4SI,RECoRDEDoCToBER2?,1902INBooK56|JPAGE464,RECoRDED
oCToBER2'lg44INBooK73^TPAGE225,ANDRECoRDEDAPRIL16,1924IN
BOOK 73 AT PAGE 180
14.RIGHToFwAYFoRDITCHESoRCANALSCoNSTRUCTEDBYTHEAUTHoRITYoFTHE
UNITED STATES AS RESERVED IN UNITTO STATES PATENT RECORDED MARCH 15' 1898'
INBooK12ATPAGE4Sl,RECoRDEDocToBER2T,ig02INBooK56ATPAGE464'
RECoRDEDoCToBER2,I}44INBooKT3ATPAGE225,RECoRDEDAPRIL116,|924
INBooKT3ATPAGEI80ANDRECoRDEDAPRILt6,|g24INBooK112ATPAGE578
15. ALL COAL RESERVED BY THE UNITED STATES OR TO PERSONS AUTHORIZED BY IT' THE
RIGHT TO PROSPECT FOR, MINE AND REMOVE COAL FROM THE SAME UPON COMPLIANCE
WITH THE CONDITIONS OF AND SUBJECT TO THE LIMITATIONS OF THE ACT OF JUNE
22,|910(36STAT.583)AsRESERVEDINPATENTRECoRDEDAPRILI6,1924IN
BOOK I12 AT PAGE 578.
16.UNDIVIDEDoNEHALFINTERESTINALLoIL,GASANDoTHERMINERALRIGHTS'As
RESERVEDBYEDWINR.SToLLANDGoLDIES.sToLLININSTRUMENTRECoRDED
.AUGUSTS,1960INBooK3zgATPAGEgg,ANDANYANDALLASSIGNMENTS
THEREOF OR INTERESTS THEREIN.
UPON RECORDATION
HILTON AND MARY J.
OF MINERAL DEED BETWEEN LULA M. JEFFRYES AND GENE R'
HU-TON, EXCEPTION NO. 14 WILL BE DELETED'
t1.
18.
UNDIVIDED ONE HALF INTEREST IN ALL OIL, GAS AND OTHER MINERALS RESERVED BY
THE FEDERAL LAND BANK OF WICHITA IN DiED RECORDED OCTOBER 30' 1943 IN BOOK
208 AT PAGE 463, AND ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN'
RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE, BUT OMITTNC e,i{V COVENANT OR RESTRICTION BASED ON RACE' COLoR'
RELIGION, SEX, HAN'ICAP, FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND
oNLy ro rHE EXTENT rsir sArD covENANT (A) rs ExEMPT UNDER CHAPTER 42'
SECTION 3607 OF rng uNrteD STATES CODE OR (B) RELATES TO HANDICAP BUT DOES
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ALTA COMMITMENT
Schedule B-2
(Exceptions)Our Order No. GW241562
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
NOTDISCRIMINATEAGAINSTHANDICAPPEDPERSONS,ASCONTAINEDININSTRUMENT
RECORDEDNOVEMBEROl,lgT4,INBOOK466ATPAGE29'
Ig.EASEMENTSANDRIGHTSoFwAYFoRTHEHUDSoNANDSULLIVANDITCHASDISCLoSED
BYINSTRUMENTRECORDEDJANUARY30,l88SASRECEPTIONNO'620IANDRECORDED
SEPTEMBER 8, I888 IN BOOK 19 AT PAGE 204'
20. EASEMENTS AND RIGHTS OF WAY FOR THE MOORE DITCH' READ AND HUDSON DITCH AS
DISCLoSEDININSTRUMENTSRECoRDEDoCToBER29,1886ASRECEPTIoNNo.3253'
I RECORDED JANUARY 30, 1888 AS RECEPTION NO. 6201 AND RECORDED DECEMBER 29'
I rssz IN BooK 14 AT PAGE 298'
21. EASEMENTS AND RIGHTS OF WAY FOR ROADS AS SHOWN IN ROADVIEWER'S REPORTS
RECORDED luI-i z, 1890 AS RECEPTIoN No. 10567, RECoRDED JULY 25' 1894 AS
RECEPTION NO. 17518 AND BY INSTRUMENT RECORDED JULY 24' 1894IN BOOK 38 AT
PAGE 124.
22.EASEMENTSANDRIGHTSoFwAYASGRANTEDToPUBLICSERVICECoMPANYoF
CoLoRADoININSTRUMENTRECoRDEDFEBRUARY13,196TINBooK382ATPAGEI8T.
23. ANY QUESTION, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A
- RESULT OF ANi CHANGE IN THE RIVER BED LOCATION BY NATURAL OR OTHER THAN
NATURALCAUSES,oRALTERATIoNTHRoUGHANYCAUSE,NATURALoRUNNATURAL,oF
THECENTERTHREAD,BANK,CHANNELORFLOWOFWATERSINTHECOLORADORIVER
RIVER LYING WITHIN SUBJECT LAND; AND ANY QUESTION AS TO THE LOCATION OF
SUCHCENTERTHREAD,BED,BANKoRCHANNELAsALEGALDESCRIPTIoNMoNUMENT
oRMARKERFoRPURPoSESoFDESCRIBINGoRLoCATINGSUBJECTLANDS.
24.TERMS,CoNDITIoNsANDPRovIsIoNSoFGARFIELDCoUNTYRESoLUTIoNNo.96-70
RECoRDEDoCToBER:I7,|9g6INBooK996ATPAGE665.
25,TERMS,CoNDITIoNSANDPRoVISIoNSoFGARFIELDCoUNTYRESoLUTIoNNo.9T-26
RECORDED APRIL 08, 1997 IN BOOK IOI4 AT PAGE 808.
26,THEEFFECToFTHERIGHTSoFoTHERsINANDToTHELANDSLYINGSoUTHERLYoF
THETHREADoFTHEMEANDERLINEoFTHECoLoRADoRIVERANDTHELANDSLYING
NORTHERLY OF THE SOUTH BANK OF THE THREAD OF THE MEANDER LINE'
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ALTA COMMITMENT
Schedule B-2
(ExcePtions)Our Order No. GW241562
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
27. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SET FORTH ON THE PLAT OF
SUBJECT PROPERTY RECORDED SEPTEMBER 9, 1997 AS RECEPTION NO' 513353'
28, TERMS, CONDITIONS, AND PROVISIONS OF SUBDIVIDER'S AGREEMENT AS CONTAINED IN
INSTRUMENT RECORDED SEITTEMBER 09, 1997, IN BOOK 1032 AT PAGE 948'
29.RESTRICTIVECOVENANTS,WHICHDONOTCONTAINAFORFEITUREORREVERTER
CLAUSE, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE' COLOR'
RELIGION,SEX,HANDICAP,FAMILIALSTATUSORNATIONALORIGINUNLESSAND
ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42'
SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES
NoTDISCRIMINATEAGAINSTHANDICAPPEDPERSoNS,AsCoNTAINEDININSTRUMENT
RECoRDEDSEPTEMBER09,l997,INBooK1032ATPAGE963.
30. TERMS, CONDITIONS AND PROVISIONS OF DEED TO THE RAPIDS ON COLORADO
HOMEOWNERS ASSOCIATION RECORDED SEPTEMBER 09, 199? IN BOOK IO32 AT PAGE
961.
31. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN INSTRUMENT RECORDED SEPTEMBER
g,1997IN BOOK IO33 AT PAGE 8.
TERMS, CONDITIONS AND PROVISIONS OF WEST DIVIDE WATER CONSERVANCY DISTRICT
MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED APRIL 28' 1998 IN BOOK
1064 AT PAGE 699.
ANY BOUNDARY DISCREPANCY DUE TO THE LOCATION OF FENCE LINES AND THE EFFECT
OF ANY RIGHT, TITLE OR INTEREST THAT MAY BE CLAIMED DUE TO ANY SAID
DISCREPANCY.
TERMS,CoNDITIoNSANDPRoVISIoNSoFMEMoRANDUMoFAGREEMENTRECoRDED
DECEMBER 04, 2OO1 IN BOOK 1308 AT PAGE 554.
TERMS, CONDITIONS AND PROVISIONS OF GRANT OF EASEMENT RECORDED DECEMBER 04'
2001 IN BOOK 1308 AT PAGE 560 AND QUIT CLAIM DEED ASSOCIATED WITH GRANT OF
EASEMENT RECORDED DECEMBER 4,2OOI IN BOOK I3O8 AT PAGE 564"
5L,
JJ.
34.
35.
ALTA COMMITMENT
Schedule B-2
(Exceptions) Our Order No' GW241562
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
36,TERMS,coNDITIoNsANDPRoVISIoNSoFMINERALDEEDRECoRDEDDECEMBER3I'2001
IN BOOK 1316 AT PAGE 988.
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LAND TITLE GUARANTEE COMPANY
DISCLOSURE STATEMENTS
Nore: Pursuant to CRS l}-ll-122, notice is hereby given that:
A) The subjecr real propeny may be located in a special taxing district.
B) A Certificate of i*is Oue listing each taxing jurisdiction may be obtained from the County
Treasurer's authorized agent.
C) The information regarding special districts and the boundaries of such districts may be obtained from
the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor.
Note: Effective September l, 199?, CRs 30-10-406 requires thar all documents received for recording or filing
in the clerk and recorder's office shall contain a rop margin of at least one inch and a left, right and bottom
margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that
does not conform, except that, the requirement for the top margin shall not apply to documents using forms
on which space is provided for recording or frling information at the top margin of the document.
Nore: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every
title entity shall be responsible for all matters which appear of record prior to the time of recording
whenever the title entity conducrs the closing and is responsible for recording or filing of legal
documents resulting from the transaction which was closed". Provided that Land Title Guarantee
Company conducts the closing of the insured transaction and is responsible for recording the
legal doiuments from the transaction, exception number 5 will not appear on the Owner's Title
Policy and the Lenders Policy when issued.
Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion
of Exception no. 4 of Schedule B, Secrion 2 of the Commitment from the Owner's Policy to be
issued) upon compliance with the following conditions:
A) The land described in Schedule A of this commitment must be a single family residence which
includes a condominium or townhouse unit'
B) No labor or marerials have been furnished by mechanics or material-men for purposes of
consrruction on the land described in Schedule A of this Commitment within the past 6 months.
C) The Company musr receive an appropriate affidavit indemnifying the Company against un-filed
mechanic's and material-men's liens'
D) The Company must receive payment of the appropriate premium'
E) If there has been construction, improvements or major repairs undertaken on the property to be purchased
within six months prior to the Date of the Commitment, the requirements to obtain coverage
for unrecorded liens will include: disclosure of cenain constnrction information; financiai information
as ro rhe seller, the builder and or the contractor; payment of the appropriate premium fully
executed Indemnity Agreements satisfactory to the company, arld, any additional requirements
as may be necessary after an examination of the aforesaid information by the Company.
No coverage will be given under any circumstances for labor or material for which the insured
has contracted for or agreed to pay.
Note: Pursuant to CRS l0-l l-123, notice is hereby given:
A) Thaf there is recorded evidence that a mineral estate has been severed, leased, or otherwise
conveyed from the surface esrare and that there is a substantial likelihood that a third pany
holds some or all interest in oil, gas, other minerals, or geothermal energy in the propeny; and
B) That such mineral esrate may include the right to enter and use the propeny without the
surface owner's permission.
This norice applies ro owner's policy commitments containing a mineral severance instrument
exception, or exceptions, in Schedule B, Section 2'
Norhing herein contaiired will be deemed to obligate the company to provide any of the coverages
referred to herein unless the above conditions are fully satisfied'
Form DISCLoSURE 09/01/02
JOINT NOTICE OF PRIVACY POLICY
OF
LANDTITLEGUARANTEECoMPA}.1-YANDLANDTITLEINSURANCECoRPoRATIoNAND
OLD REPT'BLIC NATIONAL TITLE INSURANCE COMPAI'ry
TitleVoftheGramm-Leach-BlileyAct(GLBA)generallyprohibitsanyfinancialinstitution'directly
or through its affiliates, iio* tir.ing nonpublic personal information about you with a
nonaffiliated third party unless the institution provides you with a notice of its privacy policies
and practices, such as the type of information that it collects about you and the categories of
persons or entities ,o *t o* i, may be disclosed. In compliance with the GLBA' we are providing
you with this documeni, *t l.r, notifies you of the privacy policies and practices of Land Title
Guarantee Company and Land Title Insurance Corporation and Old Republic National Title Insurance
CompanY.
WemaycollectnonpublicpersonalinformationaboutyoufromthefollowingSources:
lnformationwereceivefromyousuchasonapplicatiorlsorotherforms.
Information about your transactions *. ,..ur. iro* o" files, or from our affiliates or others'
Informationwereceivefromaconsumerreportingagency.
Information that we receive from others involved in your transaction, such as the real
estate agent or lender'
unless it is specifically stated otherwise in an amended Privacy Policy Notice' no additional
nonpublic personal information will be collected about you'
we may disclose any of the above information that we collect about our customers or former
.ur,o*.r, to our affiliates or to nonaffiliated third parties as permitted by law'
we also may disclose this information about our customers or former customers to the following
rypes of nonafhliated "o.p*i"t that perform marketing services on our behalf or with whom we
have joint marketing agreements:
* Financial service providers such as companies engaged in banking, consumer finance,
securities and insurance'
* Non_financial cffianies such as envelope stuffers and other fulhllment service providers.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH
ANYoNEFoRANYPURPoSETHATISNoTSPECIFICALLYPERMITTEDBYLAw.
we restrict access to nonpublic personal information about you lo those employees who need to
know that information in order to provide products or services to you' We mainnin physical'
electronic, and procedural safeguards that comply with federal regulations to guard your
nonpublic Personal information'
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I ForM PRIV.POL.ORT
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, ;.JJ3Z gar 95t .Jt, .!. .J^ J.tr- 'o ( t of 2 R rl.oo D o.oo x o.oo GnRFIELo cLERKRecorded at05-03 L2:O3P
Reception No.
SPECIAL WARR,A"YTY DE-ED
rHIS DEED. made this 3.t/-a^Y '&/'/'t'
1997. bcrwccn Genc R. Hilton grantor(s)' and Rapids
Development Corporation' a Colorado corporation
whosc legal address is 2102 W Arapahoe'
grantee(s):
${TI\ESSETH, That the grantor(s)' for and
STATE OF COLORADO
Citte E \
Counry'of l)enver
-'J
The foregoing insrrumcnr was acknowledged before mt riis -1'- daY 61 Septe\^"ber
-,
1997, bY Gc*'Q' HiHPcr
...
Witncss m1' hand and ofitcial scal'
My comrnission cxPires: \ -aO-qq
Dollars (SlO.0O) and other good and valuable
corsideration. tnc rcccifi and
-sufficicnc-v oi which is herebl' acknowlcdeed' has granted'
bargained. sold and conveyed. and by tlcse prcsens does grant' bargain' sell' convey and
confrrm. unlo rhe gr*,.rrr). is suc..srors ana aisigrs fslgvet' d! 9t t-ttJ proPcrry' toScticr wtt}'
;;;r"*;;r". ifiny, ti*ttt' lving and bcing in rhc Counry of Garfreld' Sutc of Colorado as
described as fotlows: see Exlribit A anached hereto and incorPorated herein by this refcrcnce'
also known by suect and numbcr as: Vacant Land
TOGETHER wirh all and sirgular thc hcrediumcns a-cd appunenanccs thereto belonging'
or in anywisc.pp.niaing. and rhe-rerersion and rcversioru' remainder and remainders' rents'
issues and profiu hercoi']and all thc esure. right. ritle, interest' claim and dcmand whatsoever
of the granror(s), cirSer in 11* or.quiry, of, in and to tre abo'c-bargaincd premiscs' witl thc
hcrcditamcnu and aPPuncnances:
To HAVE AND TO HOLD the said prcmises abole bargained and dcscribed witlr tlle
appuncn4nccs, unto the Erantce(s), its succcssors and assigns forcver' Thc grantor(s)' for itsclf
irs successors.no.rrig"rs,-Joir'.or.n.n, and agrec rlrar ir shall 3sd will WARRANT AND
FOREVER DEFEND g1s 2lreve'bargained prcmisis in rhc quicr and pcaceablc posscssion of the
grantcc(s), ils Surccssors and assigrs. agairut atl and cvcry Pcrsoo or P'rsons clairning thc whole
ir.ny p.a trercof. by, rluough or undcr the grantor(s)'
INwlTNESSWHEREoF,thegranror(s)hasexecutedthisdeedontrcdatcsetfonh
in consideration of the sum of Ten and 00/100
above.
0 fuatt, t"..f,.... A
Eanl( ot Colorsdo'Westorn sloPc
P.O. Box 52o
Glenwood Springt, CO 81602o if o^l^vr(\xrltosllYttor.H'tryarl xll htffi ''
lF 'lc tl!'r
( ,'rl
Gene R. Hilion
.Sq-'. C'G-C .*'-b+-0^a''
Nouq'fublic
P. 03
tec-.9s-os
12:o3P
513352 A9/O9/1991 l0;19f, 81032 p946 3682 0t 2 R 11,00 0 0.00 H 0.oo cnnitiuo--cr-enx
1!',
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EXHIEIT A
A trwl ol lond siluolcd_in.tho_Slft/_ ol Seclkxt I ond 0n SEt/a olS*ry 4 fxnshig 6 Soulh, Roryt 9 t tfail ot tb -6[t, i,r.--&;;o fobtr:
#^ l:t, 3,. I l',*' W,ci^i L i' o ilo",y!)" *i, *T*l { #', n,qos$d ^bc ot .thot pt=ot ot tond deriba h b* jm it -ai6x 'fr:;-in lhc ffrco ol lhc-C*r{nH Cwnty CJ** oN Rrcorncf thata it i-.J'ttr J tot.Eg txt: th'xo H't7 N, 1t. i itiie bcl,tttw x5J t7'N t |ZT.ZS terl tD tp cvttv ol lh Cototae A;oc ttrraqry9 lha c^enlo ol ra*l nior N 2J 1J, tf E Jrg.lo fotL. (t;,rct i2J 1t'fr € JtA@ bot ttc,t t( It N,-tf -t ite.Zi rxot;-ith
thota N 7t' fi' t{- E qJ.fi toot: ffpt*,t N 81, ti, id E Ztit'.eghol: thenco S Ef II J6' E 2lt.tt lcet (honq S g-OZ,-t7 i--266.A2 bc[ thaa S I 12' I l' t lA.a t fccl to -lhc ny tnc ollho &ernqr S.tffibl tt*n4rt211 tio. l; ti.rao @ scid ;i E-qta. @tttg ttr ctntr ot a*t C*Gh erll- S C'e; Sf 7' S6.Afctt to lhc td,& c4ev d ltot pat *rrcrooa i eat Uie-Pogo .7!Jg Roctilp llc.. n.l6Eti lhona .totg -tN bql*; ai't**at 5 D 22'iA r JZa6t flat, ffstco S i'e,-ri-t-J'fu.ii-il
'u ffi! _* _,1:ry#ry.*,:1,!-a-!r7r1,,?{ #r rg,.ffi fu ,"",
27J.76 fs<.t; t$cc S I tJ'01' | 26t.Zt rii ticncc S O+ bt,-if -r
:!o*,,*",{3&t{::7 x :g**;*H.,d, i#
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leel; lo tha rcNT OF trA/HNl*C; soid dcscn'Nd ttpct o,nOA;ry-gZ.Ztl-irrr,mon q lat
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!rililI ililt tiltrr illlil tilt ilil ilil| lll lllll llll lllls13355 09/09/ 199? 10:37R 81032 P96t 319I of 2 R 11.00 O 0.00 N 0,00 GRRFIELD CLERXI
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QUITCLAIiVI DEED
This deed, made this 5fr day of i 1991. between the RAPIDS
DE\aELOPMENT CORPORATION (Crantor)
HOMEOWNERS ASSOCIATION (Grantee) :
and THE RAPIDS ON COLORADO
MTNESSETH, that the grantor for and in consideration of the sum of One Dollar and other
good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. has
remised, released, sold, conveyed and quit claimed. and by these presents does remise. release. sell,
convey and quit claim unto grantee, its successors and assigns forever, all right, title, interest, claim
and demand which the Grantor has in and to those parcels of land depicted and described as
"Comrnon Open Space" on the plat file lor public record in the Office of the Clerk and Recorder o[
Garfreld County, Colorado as ReceptionNo.S/E_S5_3__ (Hereinafter collectively "Properries"),
subject to the following conditions and limitations:
l. The Properries shall be used by the members of the Rapids on the Colorado Homeouners
Association exclusively, as open space and said use shall be subject to all the limitations and
conditions contained and set forth rvithin the plat filed for public record in the Office of the Clerk
and Recorder of Carfield Counry, Colorado as Reception No.5fE55_i_ (Hereinafter "Final
Plat"), Garfield Counry Board of Commissioner Resolution No, 96-70 and the Protective Covenants
for the Rapids on the Colorado Subdivision, filed for public record in the Office of the Clerk and
Recorder of Garfield County, Colorado atBoo(Oil, Page fuQ Reception No,Sljjfl/.
2. All costs and expenses incident to the mainlenance and upkeep of the Properties shall be
the exclusive responsibility of the Rapids on.the Colorado Homeowners Association.
' 3. The grant herein is subject to all easements and rights of u,ay of record or presentlv in
place within the Properlies and/or depicted therein upon the Final Plat and subject to the rights of
the beneficiaries of such easements and rights of rvay to make use thereof.
It is the purpose herein that the terms and conditions he reof shall extend to and be binding
upon the Properties and shall be a covenants running rvith the land.
P-04
Quit Claim Deed - ll/ater Rights Poge I
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,by
CENE R. HILTON, Presi f the Rapids Development Corporation and'iv'lary J. Hilton. -Secretar/
of the Rapids Deve
WITNESS my
P-O5
illilll IIlll lllmlillll Illl lllll llllll ill IIlllllll llll
313333 09/09/1997 10:37R 81032 P962 3rg
2 of 2 R 11.00 0 0.00 N 0,00 GRRFIELD cLERx
IN WITNESS WHEREOF, the Grantor has executed this deed on the dare first set fonh above.
ATTEST,
STATE OF COLORADO )
) ss.
couNTY OF GARTIELD )
Mv commission expir"r, lt- )41
Aidress:tlt <@Jrt
,U1l-tumrlgf$-,00
Rapids Development Corporation
GENER. H]ITON, Preside
2102 W. A-rapahoe Dr.
Linleton CO 80120
Theforegoingwasacknowledgedbeforemethi\#|)a,y@,^l997,b
/G'\...'...;..;.,\./c \r:." \
fand oSg;ial se.al.
:.,. r;$'oe$ ''
\$,,'.'t#PUBLIC
Quit Claim Deed - lloter Rights Page 2
By Fn..**. g. )t/*J
Mary J.rlJi ltd6, S ecretary
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MOUNTAIN CROSS
EN GI N EERI N G,
Clvll rad Enylrcnmnlrl Con3ultlng .nd D.llgn
bhhf d.na e-nu. Gl.nxood sFlng!, co Sleol
!,1 do.X.&a r oo.rrsr m.mqrdd.ill'-
The RAPIDS on the COLORADO
Planned Unit DeveloPment
SKETCH PLAN
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ENDIX E
ATION l-rEn suPPr,Y DATA
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SITE WATER SUPPLY INFORMATION
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Exhibit 9
MEffii gttt-Watll En gl neers, I "c.
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Re: Rapids on the Colorado Water Supply Analysis
DearMr. Hilton:
wright water Engineers, Inc. (wwEJ analyzed the- water lupply t-tqYt*tnts for the proposed
planned unit Development (p.u.D.) ;ffi;il ine napioi on ttr colorado Developmenr in
Garfield counry, c"rir.a". The develffini will have 204 residential unirs and 52.5 acres of
irrigated land, inctuJirg "pL"
,pu., una-iunJrrup, amenities associated with the residential units'
The potable in-house water suppry for the residential units will be provided from two on-site
wells througtr a cenual distribuiion ,yrrr*. No irrigation *utt' will be provided by the central
potable wate*yrrr.. eit irrigation in ttt' P'U'D' *itt U" by a separate non-potable system that
diverts water rro*curneld criek through the historic Moore Ditch'
The Hilton Augmentation Plan' decreed in case No' w-3262' establishes the criteria for
determining the;;;J for water uv1t, r"ridential units. Residential wastewater will be
collected unA tr.ui.Jby means of a central wastewater treatment system'
Table I presents the water requirements and stream depletions for the p.u.D. The calculations
arebasedon.rit.tiudefinedinCaseNo'W-3262;specifically:
818 ColoradoAve.
P.O. Bo( 219
Glenwood Springs' Colorado 81602
1970l|945-7755 rEL
t97ot 94t9210 FAX
i:osi ess-rooe DENVER DlREcr UNE
Mr. GeneR. Hilton
P.O. Box 1274
Uttleton, CO 80120
September 4,2003
Average occupancy of 3.5 Persons per unit (year-round)
Average delivery of 100 gallons per day per person
. Average sream depletion of -delivered
in-house water treated through a central
wastewater treatment system of 3 percent
Annual potable diversions at full build out will equal 80 acre-feet (AF), and annual depletions
will be 2.40 AF. The two wers are .uiJr" or pumping the full amount of water required for
domesric use for the project. The rn*i*u*;,;,,n! 'It' fto,o the well system is expected to
be abour 100 gpm, ;ht;'h Li...a, **i*u* At*unit' The domestic system will be designed
to have more than roo,ooo gallons of storage to meet daily peaking needs.
Because of their junior priorities, the depletions resulting flga th? ,*Testic use of water
pumped from the wetts wiu need to be fficed to the Garfield creel</colorado River system
during the irrigation ,.uron. This need;; bt met through the operation of the augmentation
plan decreea in case N o. w-3262by ;;4nity ,r*oiing 0.8 acre of land lying under the
Moore Ditch from irrigation. This amount of dd;d up acreige was calculated at the average
consumptive use rate oi t.llg AF per acre per year, as recognized in the decree'
DENIVER (303148O1700 DURANGO 1970!.259-74tt EOUTDER - (3031 473-9500
,, V,U/,n,,, l- / '
William L. I.orah' P'E'
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Mr. Gene Hilton
September 4,2003
Page2
The amount of rand that w.l be withdrawn from irrigation as a result of the construction of
streets and the dwelling units is .*pr.'*a ro be about ig.2 urr"r,which is 28.4 acres more than
what is required to augment the inigation season domestic use depletions'
The decree recognizes that there is no senior demand for water from the Garfield creek during
the non-irrigatiorr'slu-sor, ,o there is no requirement to replace the P'U'D's depletions during
that season to that system. Neither js lht" tu"'ntly any nln-inigation season senior call from
the colorado River that would.utt out-it, p.u.D;r Sunior wellights. Nevertheless, should
such a call materialize, provision tras Ueen made tt'rougtr u tont;att with the West Divide
Conservancy Oisirict to'deliver of upio 1 AF of stored waier to the Colorado River'
ItisouropinionthattheproposedRapids:,.ft:.C"]:-:"loP.U.D,asdescribedin'thisletter,has
an adequate pnyri.ut uno trgut *ut.r rupply ro meet its full build out water demands'
Please call if you have any questions'
Very trulY Yours,
WRIGHT WATER ENGINEERS, INC.
Senior Consultant
cc: Jack Ross, Esq., Dufford & Brown' PC
D:\Wsk\WWE99l'99'17?lRapids oo 0e Colorado' WS'{da
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3038662223 T-660 P.03/03 F-396
Exhibit I I
0z-l!-01 04:ZIPM
GwS-?6. r i
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TR(]M-OIVISIOII OF I{ATER RESOURCES
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coLon > orvrsriiri;F#AEi'irrorn"el.
_0-1^B^.tryr!in, BldO., rsl3 Shcrman Sr, Denwr, cotcraqo gC2O3(30$ BSS.3581
APPLICA tT
FAPIDS DEVELOPMENT CORP
21O?WARAPAHOE DR
LrTLETON CO 8o.t2$
(sos)7eB-1840
PER}ITTTO IJSE AN E&STING WEII
APPFOVEp W+L tgcAnoN
GA.RFIEI.o COUNTY
SW 'tl4 SW .l/4 Ss6ion 4
Twp 6 S RAi.tGE 9l W 6rh p.M.
731 FL lom Souh seclron une
1015 FL trom Wefl Section Line
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1 095
6ubdM: MPtDs 0x ine colouoo
Dtv.6 cNw. a wo
FROM SECIONINES
1)
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TSSUANCE OF THIS PEHMIT OOES NOT CONFES A WATER RIGHTgoNorEoNS oF APPROVAL
TnB WBll ShaJl be us€d in sucn ts way as to cause no rnaterial injury b e-risting wa[er rignB. The issLjance o( thepermll does no( assure the appticarit that no injury wttl o".u, to inoln€r veslgd warer rignt or p{€cjuoo ano(h€ro#nor of a vested waler nght from seering retisr rn a civir coun *,on.
The consrucdon or rns we* shalr bs n complEnce wilh th€ wgler we* corsuuction Bules 2 ccH 4{u.2, unrsss
ffii:ffiHilffiilf#teoffi._r,,il#,;?,#. u*,0 or-tu,,,in*,, of warer weriions,.,aron an! rump
Apprcved pursuarr ro c€s s7-so'137(2) on tne condition trat the well be operared in accoroance wilh lhe GeneR Hi[on eugmemailon Plan approveo'uy me DMsion twJ;;il;in ."r" no. w3262 lt rhe we[ is nsr oporaedin accordance whh rhe lerms oi E"aid decre€. it will be sub]e<i to ,drini.r."rion in"rucr,ng oro"ru ro csase div€fiing
Rpproved hr fiB uga of an Bxisting well, permir no. 4779of lerpired).
Tha uaa ol ground wgter from tnis well is limited to a wa(€r suppty for a +0 ht subdivisbn as decreed in case no.w€282.
Tne maximum pumping rae sirall not excosd ]ao CpM.
Tns 8nnu8l arnount of ground water to bo whhdrawn shall not eceeo q0.62 ac{6,reer,
A lolElizjn€ ,lo{y metef must b€ hslalled on thi6 well and nnlfialngd in giooO working order, permanent recordsof ajl divsrsions fiust oo matftalnod by uB weu ownor (recorded uir"ag annuaJly) and subminea ro the oivislonEnginaer upon request
This woll shall be located not more than 200 feer from lhe ln^aion specifled on rils pe{mir, ano no( ress rha/r 600lea from afiy eJisting weil o#ned by otlrers.
The ownil shall mark tho we.llin a conspricuous.place wilh well p€rrnrr number(s), narn€ o1 rhs aquf,er, anct counc.s€ nurnb€r(s) as spproPrlatB' Tho owner shali tate nu""orry means and precauions to proe€rve thesemarkings. $D l_t,_tr
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7)
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10)
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GWS-t I
CHANGE IN OWNERSHIPiADDRESS
CORRECTION OF THE WELL LOCATION
sed the Well Permit Number 04?66/ -F-
,e/2 I er o /r-zo .')
LDa=r@
ttv,
st. zip z/ 77L€-7o// ' 'o
go /zo - 3oo5
e (3o3 \ 77g -./Z 10
ffiamedindividual/entityclaimingthattheyaretheownerofthewellpermittedasreferencedabove.
ThisfilingismadeDUrSUanttoC.R'S.37.90-143.
'nation
K*Pros drzt ril ' t
(State) (ZiP)
1t4 ofneiia.hp, Sec. 4,rup. O Jru. orZ'S., Range q / Ee. *@w., 6rup,',t.
I :ancefrom Section Lines 7i i Ft. From E *. orE s., / 2/5 Ft. FromEa. o,. Ew' Line'
ubdivision Name
2,+ e zDs on ,rc AuRAPoLot Fili
sign t
upon
tH'ffi
/,.=-
Block
ffithatl(we)(are)theowner(s)ofthewelldescribedaboveandthatthecommencementof
extraction of ground water irom ihi. *ell, laMuliy made under the well permit, occurred on the date indicated, and
the stateirents made herein are true to my (our) knowledge.
is the
original
/ (-tzt-+ iform. S
il
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its receipt.
For Officc Usc OnlY
ACCEPTED AS A CHANGE IN OWNERSHIP
AND/OR MAILINC ADDRESS.
ignatures of agents are acceptable if an
13 -t?- aqt
Date
-Please print the Signer's Name & Title
G:ta-'717o/,
3ffice Use Oniy
FFCEI\/rt
DEC 1. B Zi]t)1
*ir'o'ilE%',iltAt
no!_o.
STATE OF COLORA
OFFICE OF THE STA.IE ENGINEER
818 CentennialBldg., 1313 Sherman St., Denver, CO 80203
(303) 866-3581 Fax (303) 866-3s89
If your well has an absolute water right, decreed
by the court and the well is not registered with the
State Engineer, enter the Water Court Case
Number / Civil Action Number and well number
as decreed.
Vc<. 2oa )
Signature(s) of the new owner.
-F
;vaoa)ilaz-r y'ssoa*'
Engineer
l*zDrffi-
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listed owner(s) say(s) that hg, she (they) own the well described herein. The existing record is being
lmended for the t.u"-'., ;;r;;;' tr change in nrr" of owner E anrnn" in mailing address
E *rr".tion of location for exempt wells permitted prior to May 8, 1g72and non-exempt wells permitted before
17, 1965. please see the reverse side for further information reqardinq correction of the well location'
t"*
GENE R HILTON
2102W AMPAHOE DR
LITTLETON CO BO12O.
(303)7s8-1640
RMTT TO USE AN E{SNNG WELL
OFFICE OF THE' \TE ENGINEER
COLORADO DIVISTJN OF WATER RESOURCES
818 Centennial Bldg., l313 Sherman St., Denver, Colorado 80203
(303) 8663581I 1 095
APPROVED WELL LOCATION
GARFIELD COUNTY
sw 114 sw 1/4 section 4
Twp 6 S MNGE 91 W 6th P.M.
DISTANCES FROM SECTION LINES
791 Ft. from South Section Line
1015 Ft. from West Section Line
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WELL PERMIT NUMBER
Dtv. s cNw. 23
o47790 E__
MDWD 45 DES. BASIN
Lot: Block: Filing: Subdiv: RAPIDS ON THE COLORAOO
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tssuANcE oF THIS PERMIT DOES NOT CONFER A WATER HIGHT
CONDMONS OF APPROVAL
l, This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
I owner of a vested water right from seeking relief in a civil court action.
1l rhe construction of this well shall be in compliance with the water Well construction Rules 2 cca 402'2, unless
approval of a variance has been granted by the state Board of Examiners of water Well construction and Pump
t lnstallation Contractors in accordance with Rule 18.
I npproreo pursuant to CRS 37-90-1g7(2) on the condition that the well be operated in accordance with the Gene
R. Hilton Augmentation plan approved'by the Division 5 Water Court in case no. W-3262' lf the well is not operated
I in """ori"nie with the terms of said decree, it will be subject to administration including orders to cease diverting
-4) The use of oround water lrom this well is limited to a water supply for a 40 lot subdivision as decreed in case no'
I, w-3262.Ill Tie maximum pumping rate shall not exceed 120 GPM.
I) The annual amount of ground water to be withdrawn shall not exceed 40.62 acre-feet'
I A totalizing flow.meter must bs installed on this well and maintained in good working order, Permanent records
of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division
I Engineer upon request.
ll This we1 shall be located not more than 200 feet from the location specified on this permit, and not less than 600
feet from any existing well owned by others.
l, The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and courtJ case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these
markinos.
l, ^rrr"".O
tor,n. installation of a pump in, and the use of, an existing well, constructed on April '1, 1996, to a depthr of 82 feet, under monitoring hole notice MH-76fF-.^ acknowledged March 26, '1996.
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0402397A DATE ISSUED ./.
7r*€ffitu
eipt No.3*r,*lo* DArE JAit I 3 igi0
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WELL CONSTRUCTION AND TEST REPORTS F THE STATE ENGINEER ,
WELLPERMITNUMBER MHil
Orner Name(s) : Gene Hihon
Ii l"laltrng Address '. o/o 8O2 Grand Ave. Ste # 325
i City. St. Zip : Glenwood Sprrngs, Co. 8.1601
(970) s4s-2236
: 50-55
APPROVAL r GV!€31.9I -03
1
T
IR.wrob Oo* No' l
*rffi
pplencnta Form.
Produclion Rate :
Test Lenglh :
TESTING METHOD : Air Compressor
Slatic Level : 13 ft. Dale/Time Measured : 0410'l/96
Pumping Level : Total n. Date/Time Measured : 04/01/9€
Remarks :
. hara rd Oa qaffi roe Ban a6O BE,a @O6E f €! ft
ryt!., 6 tr Ed cgE ud n FJ^.,.bb x I cEg I rum^6.)FINTR{CTOR ' Shetton Drilling Corp.
I
DISTANCES FROM SEC. LINES:
731 ft. from South
SUBDIVISION :
SW 114
Sec. line. and
W 114 Sec. a --Twp
101 5 ft. from
LOT BLOCK
Range 9iW
Sec. line. OR
FTLTNG(UNtr)
STREET ADDRESS AT \A/ELL LOCATION :
GROUND SURFACE ELEVA(,H(JUNU SUHFAUE ELrvA ltoN ft. DR|LL|NG METHOD m
DATE COMPLETED 04101/96 TOTAL DEPTH 82 n. DEPTH CoMPLETED E2 n,
GEOLOGIC LOG .6. HOLE DIAM. /in)
epth i Type of Material (Srze, Cotor, and Type
010 I Dirt, Topsoil, Small Rocks
-' -'W-a sa GTi -Fo nn a t i6--
7. PLAIN CASING
0.252 lUt52
PERF. CASING : Screen Slot Size :
Material :
Size :
lnterval :
9. Packer Placern€nt
Type : Formalion
Depth : 30
10. GROUTING RECORD
. DISINFECTION : Type : HTH Arnt.Used: 2 oz.
h-ff:[cArED
!.tubrYE"E
Phone : (970)927 4182
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0l-i5-02 U4:ZIPM fR0M-0lVlSl0ll 0F IIAIER RES0URCES 3038652223
\1('e.4? : . rzUtttMD( MSION OF WATER RESOURCES
' totlfr&?flt Brds" 1313 Shorman s!. oorwor, eororBdo 60?05
APPLICAAIT
RAPIDS DEVELOFMENT CORP
21O2W ARAPA}.IOE DRuTnEroN cO 8012c
(so3)79&1640
PERM TO UgE AN E.ISTING Y\EII
T-660 P.0?/03 F'396
Exhibit I I
AIPEgYEp wELr LocAIoN
GARFIELD COUNW
SW 114 SW 1/4 Soction 4
TWP 6 E RA}.JGE 91 W 6In P.M.
560 FL ,rorn Sor.nn
664 Fr.lrorn WBSI
Sacrion Line
Sefiion Lins
WELL PERrrn NUMBER o4s66o E-,DlV. 5 CNTY, 23 WD 4s DEg. BASTN MD
Sqbdlv: FaFtoS oN THffiEilO-o
ISSUANCE OF THIS PEBMIT DOES NOT CONFER A WATER RIGHTcpNpmo,\ls oF APPROVAL
1) Thls wetlsnau b€ used in sucn a way es lo-Tr:" no mareriar inir.rry to exising warsr righB The issrranco sf rneperrnrt do6 not assrB tno appllcarn thar no rnjury wilt o""r, id another u"s[o *ut"r'rign, or precruoe anof'rowner or a y'sreo warer right from seeking retief in a c;vit corrn-action.
2) The constrt'prion of thls well snail bo in cornphance wirh tne warer welr con$rucion Rurss 2 cc' 402-2, unrsssilT#ilf3",fffi::,if,:::t3ffi?,,ffi:,: sra" B;;; oie,amrners .r w,j;;wil constu;io;;il;;;p
3) Approreo pursu8fi lo cxs 37-90'137(2) on tho condidon tnfl rns weil b€ operated i^ accordancs whh rhB GeneR hilton Augmenlation.Plan appro,"o ov tne Divigion 6 w;;C;;n in cass il. ws-r6'2. rr the w€I is nor opsraedln alcordance wtlh ul€ tsrms ol6aid dacree it will be suoiecr ro aomrniy"arion'i.,c,i-ain] oro"o !o c€ass oiveningwatgt
4) App{oved ,or the rrse of u1 Bx,$lng w'r, psrmh no. 47791-F (exprrod).5) The uso ol ground wat8r lrorn this well is limired !o s wBler suppty lor a 4O lo suMivision Es deqeed in case naW.i262
6) Tho maximum pumphg rste shall no! excoed 70 GpM.
71 The arrnual anount o, ground wster to be withorawn snEll not exc€od 24.g acr+leet8) A totaiizjng flow meler must b€ in$aJled on ,his w6l, anct rnainratnso. rn gooo working oIder. permanenr records!ir{.Xyffifr&';tt" malnta}ngd bv lhs wellown6r irocoroeo- ar reari annr.r;iiail'zuumiued ro rte Drvision
s)
Hrff.ltfl',"xtJffi#,i$HJ"#il#T.leel from the locarion specified on rhrs parmr, and nor r€ss rhan 600
10) 'Tile ownsr shajl ma'k fie well in a consplru:i::]:"-. wim w€, permh nun,o€r(s). r)Em€ c{ rhe aquyor, and counc;-ase number(s) as appropriara The owner sh.ll rar(B n**!i,y rneans and precauuons to pres€i.ie masemarking,s
ID e+_n
7,rrr*gmr;-
oare rssuso I EXPIR^NON DATEAPR O 7 1gg9
GWS-I1
CHANGE IN OWNERSHIP/ADDRESS
CORRECTION OF THE WELL LOCATION
sert the Well Permit Number o4?660'f
,Gsnt'av1 v5 oA/ 7''
al}tME(SY0L-==rx Z<" Z-tz<-za zt
t"iring Address 2/ O - t<-/xf A rz-'e rrt t'/oc ?n rtc
litv, st. zip /t rza=zo'/ ' co /o /zo - = oo s
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ne ( 3o3) 7" F-/6y'o
ffienamedindividual/entityclaimingthattheyaretheownerofthewelIpermittedasreferencedabove.
ThisfilinoismadeourSUanttoC.R.S'37-90-143.
M unry G-oru<t t z r> owner's well Designation Enpio s //a'z' '//o' z
(City )(State)(zip)
l;';;l::'" 1,4 sec 4 wp Ir.r. o,Es., Range al EE. o,K w., 6 P'vt'
tancefrom Section Lines fl'bT Ft. From E *. orffi 5., b5/ Ft' FromDE' o,. EW' Line'
ubdivision Na!'!e 5 arVfit@
;i:ffi;.H;; ;" in"'r""5r; ;; for further information reqardinq correction of the well location'
ffiofthenewownerofthiswelltocoripleteandsigntheform.Signaturesofagentsareacceptableifan
original letter of agency signed by the owner is attached to the form upon its receipt'
For Officc Usc OnlY
ACCEPTED AS A CHANGE IN OWNERSHIP
ANDiOR MAILING ADDRESS.
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i1n" above listed owner(s) say(s) that he, she (they) own the well described herein. The existing record is being
I - -- -
;;;;;; ;;;, Kcnanse in nr* or owner E cn"ng" in mailins address
igmended for the I
lEco,,"ction of rocation for *:I?l1"ll:11i,1:lJ,'l:i^:*:1.u.ij,11,3:'":3::::"#iffL'"i:#','':i before
I J-/ E' 3i> (
For :e Use Only
FF0[l\/FI\
DEC 18 200i
wATEF htsouf{(:Es
ST^ TE ENGINEERcoLo
STATE OF COLORADO
OFFICE OF THE STATE -nlGlNEER
B1B Centennial Bldg', 13'13 Sherman St', Denver, CO 80203
(303) 866-3581 Fax (303) 866-3589
If your well has an absolute water right, decreed
bythe court and the well is not registered with the
State Engineer, enter the Water Court Case
Number / Civil Action Number and well number
as decreed.
I (we) claim and say that I (we) (are) the owner(s) of the well described above and that the commencement of
extraction of ground water irom this wett, tawrutiy made under the well permit, occurred on the date indicated, and
_--'-" - g
the statements made herein are true to my (our) knowledge.
/g Dcr zoel
Signature(s) of the new owner'
7ease print the Signer's Name & Title
?,, -./za/7
A.
State Engineer
/1 ?\ ,t
Y41/ U-o'
BY VUU Date
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OFFICE OF THE STP' ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St, Denvor, Colorado 8O203
(3o3) 86&3s81
GENE R HILTON
2102W ARA?AHOE DR
LITTLETON CO 80120.
(303)7s8-1e0
rT TO USE AN E{SNNG WELL
1 095
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 114 Sw 1/4 Section 4
Twp 6 S RANGE 91 W 6th P.M.
DISTANCES FROM SECTION LINES
560 Ft. from south section Line
654 Ft. from West Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDMONS OF APPROVAL
This well shall be used in such a way as to cause no material iniury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action
The construction of this wefl shall be in compliance with the Water Well Construction Rules 2 CCA 402'2, unless
approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump
lnstallation Contractors in accordance with Flule 18.
Approved pursuant to CRS 37-90-137(2) on the condition that the well be operated in accordance with the Gene
R. Hitton Augmentation Plan approved by the Division 5 Water Court in case no. W€262. lf the well is not operated
in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting
water,
The use of ground water from this well is limited to a water supply for a 40 lot subdivision as decreed in case no.
w€262.
The maximum pdmping rate shall not exceed 70 GPM.
The annual amount of ground water to be withdrawn shall not exceed 24.9 acrejeet.
A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records
of all diversions must be maintained by the wellowner (recorded at least annually) and submitted to the Division
Engineer upon request.
This well shall be located not more than 200 feet from the location specified on this permit, and not less than 600
feet from any existing well owned by others.
The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court
case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these
markings.
) Approved for the installation of a pump in, and the use of, an existing well, constructed on April 12, 1996, to a
depth of 82 feet, under monitoring hole notice MH-276€4--B, acknowledged March 26, 1996.
.: )
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JD?7,*-,;.e7"*
&r,*r,o* DATEJAIt lj
o4779L
WD 45 DES. BASIN
WELL PERMTT NUMBER
DIV. 5 CNTY. 23
E__
MD
Lot: Block: Filing: Subdiv: RAPIDS ON THE COLORAOO
$rtpt ruo. *oran7t"'no'n*'DArErssuEJAN 13 1997 1:iEd
A,
t1:l,i irl\ -,)'
WELL CONSTRUCTION AND TEST REPORT
il4tE oF COLORADq-OFF|CE OF THE SrArE ENGTNEER
I *=.. PERMTT NUMBER MH-27684-B
Mailing Address : 802 Grand Ave. Sre # 325
City, St. Zp : Glenwood Springs, Co. 81601
(970) s4t2236
WATER LOCATED : 52 - 56
REMARKS :
APPROVAL r cws3l -91 03
Amt. Used: 2 oz.
Produaion Rate :
Test Length :
Nrr'!9
20 gpm.
2 hrs.
Eu/i@ gl&ol
lR'w'0,
trffi
L TEST DATA : [ ] Check Box
TESTING METHOD : Air Compressor
Static Level : 18 fr. Date/Time Measured
Pumping Level : Total n. Date/Time Measured
Remarks :
: ut12Jg6
: O4l1Z96
I hH roa El Bra(, ry6 Eran :E lqw tu @EnB r€i. rE tnI L9y at Ev! o an/ l!,fudga
f.it'r n h €nc -grF uC . FJnEI$!. u a clg I refrnq.)
'.ONTRACTOR : Shelton Drilling Corp.
t
sw il+ sw 114 Sec. 4 Twp. 6 nge 91W
DISTANCES FROM SEC. LINES:
560 fl. from South Sec. line. and
SUBDIVISION:
STREET ADDRESS AT \ /ELL LOCATION :
654 fl. from h/est
LOT BLOCK
Sec. line. OR
FTLTNG(UNtT)
,ACE ELEVATION ft.
DATE COMpLETED 04t12.i96 TOTAL DEPTH BZ ft. DEpTH COMpLETED BZ n.
GEOLOGIC LOG :6. HOLE OIAM. (in) | FROM rn)
ype of Matenal (
Clays, Rocks'-noi[i-, crave]s
7. PLAIN CA
. CASING : Screen Slot Size :
Material :
Size :
lntenral :
9. Packer Placernent
Type : Formation
Depth : 30
10. GROUTING RECORD :
Phone : (970)927 -41 E2
: Tvoe:
WELLS WITHIN 1 MILE RADIUS
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REPORT DATE 12l11/03 COiJORADO WEI,IJS' APPI,ICATIONS' AND PERMITS
COL.ORADO DIVISION OF }IATER RESOURCES
1ST USED ANNUA! ACRES GEOL VIELIJ WEIJL
WD MD DB USE DATE APROP IRR AQFR YIEI'D DEPTI{
WATER SEC LOCAT'N llCWN P
I,EVEI, COORDINATES QTRS SC SHIP RANGE M
1,,*,,
T ::":T,
D CO OWNER INFORMATION
STATUS
CD DATE
224L7l4rl 5 23 LOGAI| MARY C/O SHELTON DRILLTNG BASALT', co 81621
5 23 WII,LISON H T GLENWD SPG, CO 81501119053
14 18 97 5 23 BAI,I, GARY M & SITERRY A 39053 HrGHI'IAY 6 NEW CASTLE, co 81547 I,OT
8
A 5 23 WILLISON HENRY T 0344 CoRYELIT RD GLENWOOD SPGS, CO 81601
119053
7
5 23 MILI,ER THEADOR A 39051 HIGHWAY 5 NEW CASTLE. CO 8154?
3 '1
LOGAN MARY EDITH p o BOX 2771 Gr,EMlooD SPGS, CO 81602
4
L777A8 E '2
7 D
A523DUNNPA GRAND JUNCTN,co 81s01131,6?5
'7
18905 5 23 TARRO JAMES NEW CASTIE, co 81547
o3
5 23 FRIGGE CHARI,ES N & IRENE E 6809 CO RD 214 NEW CASTI'E' CO 81647-9786
1 13336
15104 3 5 23 HAYES PATRTCK 6809 214 RD NEVI cAsTLE', CO 81547
A 5 23 HAYES PATRTCK 5809 214 RD NEW CASTLE', CO 8154?
1510 4 3
13/88 45 D 06
5 23 .]OHNSON BRECK 0353 MTN SHADOWS DR GLEN}IOOD SPRING' CO 81601
2325LL
5 23 COLBY ED & IIINDA 5755 COTTNTY RD 214 NEW CASTIJE, CO 81647 LOT
L3752'7
o6 45
5 23 JOHNSON HOMER C 5611 CO RD 214 NEW CASTLE, co 8154?I,OT
7LO13
1 D
5 23 JOHNSON HOMER C & LORETTA A 5611 CO RD 214 NEW CASTLE, CO 8164?
19330F
4
5 23 THURSTIN EI,DON 0349 APPLE DR NEW CASTLE, co 81547
L07 87 4
7/'77
5 23 HUGHES DAVID J 4506 154TH RD GLENWOOD SPRGS, CO 81601
25 15 7F
o/2o/80 EP O M
A 5 23 NISBET DONA],D G 6533 CR 214 NEW CASTLE, CO 81547 I,OT
4599
NP 05/26/8L 5
GLENWOOD SP, co 81501 I,OT 5 HUGHES MINOR
125194 5 23 MORRIS S J
2
5 23 HANSON .]OHN C & BEVERI'Y V 6609 214 ROAD NEW CASTLE, co 8164?! '''u,''
5 23 BOSEI,Y MARY ANNE BOX 26 vrooDY CREEK, CO 81656
LOT
2.
2 HUGHES MINOR STIBDIV EXEMPT
L?5388
D1
5 23 BOSELY MARY ANNE BOX 25 VIOODY CREEK, co 81655 I,OT 3 HUGHES MINOR SUBDIV EXEMPT
1?5389
1 3
5 23 BOSELY MARY ANNE P O BOX 25 WOODY CREEK', co 81656 LOT HUGHES MINOR
175390
44154F R 5 23 WHITE JOHN A 5511 RD 214 NEW CASTI'E' CO 8164?
NP 08112194 3e D GW o4?sN'o8oow NwNw 4 6 S 91 W S
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PAGE 1
HAYES EXEMPTION
HAYES EXEMPTION
I
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I
REPORT DATE ].2/11/03
ACTIVITY
CD DATE
D CO OWNER INFORMATION
STATUS
CD DATE
1ST USED
WD MD DB USE DATE
COLORADO WEL,I,S, APPLICATIONS, AND PERMITS
COI,ORADO DIVISION OF WATER RESOURCES
ANNUAIJ ACRES GEOI,
APROP IRR AQFR
PAGE
WEI,I, WE],I, WATER SEC L'OCAT'N TOWN P
YIELD DEPTH I,EVEI, COORDINATES QTRS SC SHIP RANGE M
441s4F 5 23 WHrrE ,ioHN 5511 RD 214 NEW CASTLE', CO 81647
BOX 26 WOODY CREEK, CO 81656 I,OT HUGI{ES MINOR
19 5 613 5 23 BOSEI,Y MARY ANNE
D GW
19 5 614 5 23 BOWI,ES I,ONNIE & ANN P O BOX 946 NEW CASTI'E' CO 81647 3 T{UGHES MINOR
5 23 I{!'GHES DAVID J 5609 214 RD NEW CASTI'E' CO 81647 LOT 6 HUGI{ES MINOR
19 5 61L
5 23 BRADI,EY FRANCIS O 1220 BLAKE GLENWOOD SPRTNG, CO 81601
42L55
0
NEW CASTLE, CO 8164745995 23 MCCI,URE FINIS
ro'7 87 4 A 5 23 THURSTIN ELDON 6?09 COTNTY ROAD 214 NEW CASTLE, CO 81647
1
CARBONDAIE, CO 81623
3'T427MTT 5 23 JOHNSON BRECK C/O COLLINS DRILI'ING
5 23 SHAFFER P E GLENWOOD SPG, CO 81601
IJOT
GVI
r-10790
119 0 31 5 23 DE KALB D.CARBONDA],E, CO 81623
1
5 23 TRIPI,AT T J co 81550
3
1218 2I 5 23 GERKMAN JR PETER P O BOX 3?4C STLTY\TESANT' NY 12173
NEW CASTLE, CO 81647L348525 23 BRrrNo ,r.v.
4
NEW CASTLE, CO 816471350775 23 TRIPIJAT T J
P
NEW CASTLE, CO 815471.19031 A 5 23 COI,LER MARVIN
5 23 RICHARDS WILI,IAM D 7040 co RD 214 NEW CASTLE, CO 81647 2 TARRO EXEMPTION
49865F
1,.,--
EX D
A 5 23 BREDA ART & I'AURIE ?15 COWDTN GLENWOOD SPGS, CO 81501
5 23 TOLER THOM & CAMILLE 1756 241 RD NEW CASTLE' CO 81547 3 IIAYES EXEMPTION
43695F
4 558 5F 23 CARLTON WILI,IAM C P O BOX 2?5 NEW CASTLE, CO 81647 L.OT
't
5 23 IVIE LENARD E. & PEGGY J. 5810 214 RD' NEW CASTIJE' CO 81547
1"110 5 0
5 23 BRUNO JOHN V. 5850 W 214 RD' NEW CASTLE', CO 81647
113 419
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NP1215qo 39 D GW
NEW cAsrLE, co 816471267135 23 T'TIJRR R J
5 23 PEACH VAI,I,EY PARTNERS I'LC47909F
27 /O0 39
P O BOX 260? BRECKENRIDGE, CO 80424
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HAYES EXEMPTION
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REPORT DATE 12l11/03
,ERMIT D CO OWNER INFORMATION
ACTIVITY STATUS
CD DATE CD DATE
COI,ORADO WEI,IJS, APPLICATIONS' AND PERMITS
COLORADO DMSION OF WATER RESOT'RCES
PAGE
WEL], WEI,L WATER SEC ]'OCAT'N TOWN P
YIEI,D DEPTH I,EVEL COORDINATES QTRS SC SHIP RANGE M
lST USED ANNUAI, ACRES GEOI'
WD MD DB USE DATE APROP IRR AQFR
65494 A 5 23 PEACH VALI'EY PARTNERS HOGAN MARI],YN & MARC BRECKENRIDGE'co 80424
1
A 5 23 PEACH VAII,EY PARTNERS I'LC BOX 2607 BRECKENRTDGE, co 80424
65494
54662 5 23 IVIE T,ENARD E & PEGGY J.39490 HwY 5 & 24 NEW CASTLE, CO 81647
5 23 MEI,TON EVAN TT'IOTHY & FAHRI'ENDER M L P O BOX 396 CARBONDAIE, co 81623
.00
65494
73
5 23 BRENNAN PROPERTIES INC 4039 CO RD 335 NEW CASTI'E' CO 8]'647
202A5F
1 0
NEW CASTLE, co 81647 LOT2O285F R 5 23 BRENNAN PROPERTIES
2O285F R 5 23 BRANNAN PROPERTIES PO BOX 4S9 GI,ENWOOD SPRING, CO 81602
r5/o2 45 D
GT,NWD SPRTNGS, co 8160227683MH 5 23 HII,TON GENE R * ENARTECH INC
45
GI,ENWOOD SPN, CO 8150122309F5 23 HII,TON G R
5
148028 5 23 PAYNE I,AWRENCE W 38992 W HWY 6 & 24 NEW CASTI,E, CO 8l'547
874
A 5 23 AI,CORN EARI,ENE K & CI'YDE DAI'E 38992 RIVER FRONTAGE RD NEW CASTLE, CO 81647
14 8 028
1 0c o8/L2/9? 4
47193F 5 23 HI],TON GENE R 2].O2 W ARAPAHOE DR I'ITTLETON' CO 80120
1
5 23 RAPIDS DEVEI,OPMENT CORPORATION 2IO2 W AXAPAI{OE DRIVE LITTIETON, CO 80120
04
NE!{ CASTLE, CO 8L64?2447 5 23 HESS AI,FRED
223:-0F 5 23 HIITTON GENE R BOX 1008 GT,ENvIOOD SPGS, CO 81601
9/77 Ep 0r '73 I
BOX 460 NEVi cAsrLE, CO 816471703695 23 BAII,EY ARI,IE
1
5 23 HILTON GENE R 2LO2 W ARAPAHOE DR co 80120
3839 CNTY RD 335 NEw CASTITE' CO 8l'547
11510 9 5 23 COI,I,INS KENNETH R
t ENARTECH rNC GLNWD SPRTNGS, co 81502
ws
27 6A4v*1 5 23 HII,TON GENE R
03
BOX 1OO8 GLENWOOD SPGS, co 81601223LlF5 23 HILTON GENE R
47 7 90F 5 23 HII,TON GENE R 2].02 W ARAPAHOE DR LTTTLETON, co 80120 RAPIDS ON THE COI,ORADO
w
ws
4 4
4'179LF 5 23 HILTON GENE R 2102 W ARAPAHOE DR I.ITTLETON, CO 80120 R,APIDS ON THE COI,ORADO
0
4
2102 W ARAPAHOE DR LITTLETON' CO 80120 I,OT 1 R.APIDS ON THE COi,ORADO
4'17 929 5 23 HII,TON GENE R
0
4 96 50F 5 23 RAPIDS ON THE COLORADO HOA C/O GENE R HIIJTON LITTI'ETON, CO 80120-3008 RAPIDS ON THE COI,ORADO
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REPORT DATE 12l11l03
D CO OWNER INFORMATION
ACTIVITY STATUS
CD DATE CD DATE
COLORADO WEI,LS, APPI,ICATIONS, AND PERMITS
COI,ORADO DIVISION OF WATER RESOURCES
1ST USED ANI{UAI, ACRES GEOI'
WD MD DB USE DATE APROP IRR AQFR
WELIJ VIEI,I, WATBR SEC I,OCAT'N TO9IN P
YIEI,D DEPTH I,EVE], COORDINATES QTRS SC SHIP RANGE M
49661F s 23 RAprDs oN THE cor,oRADo HoA c/o GENE R HILToN LITTLEToN, co 80120-3008 RAPIDS ON THE COLORADO
5 23 RAPIDS DEVEIJOPMENT CORPORATION 2LO2 \11 AiAPAI{OE DRIVE LITTLETON' CO 80120 1 RAPIDS ON THE CO],ORADO
5 23 KING W Z NEW CASTI'E,
t234r2 5 23 SNYDER F I, NE}I CASTIJE, CO 81647
5 23 YORK D GI,ENWOOD SPR, CO 8160I
9
A 5 23 CHENOWETH JIM & SHARON 539? 214 RD NEW CASTLE, CO 81547
1115 94
'1
1 120o0 5 23 MORI,EY GARY I,5503 couNrY ROAD 214 NEW CASTLE, CO 81547
l-3
124 5 01 5 23 YORK D GLENWD SPG, CO 81601
112000 A 5 23 MIINE DONATD JAMES 5503 ROAD 214 NEW CASTLE, CO 8164?
1
5 23 CHENOWETH JIM NE!'l CASTLE, CO 8154?
r/].3/87
A 5 23 MILNE DONALD 'TAMES 6503 ROAD 214 NEW CASTLE' CO 81647112 000
5 23 RUMERY THOMASA TODD 6503 ROAD 214 NEW CASTLE, CO 81647
D
5 23 RUMERY THOMAS 6503 PEACH VAI'LEY RD NEW CASTLE, CO 81647
0
5 23 SMITH H E NEW CASTITE, co 81647!7374
GW
5 23 MEI,TON EVAN ],ESLIE & FAHRI'ENDER M I'P O BOX 396 CARBONDAI,E, CO 81523
1
5 23 STMONSON CHARLES RT 1 BOX LoTc NEi'l cAsrIJE', CO 8164?
6 6161
72
5 23 DENISON MERRITT I,. 6501 RD ]'54 NEW CASTI'E' CO 81647
523BOWDENWILLIAI'iA.6303COI'NTYROAD2l4NEWCASTLE'CO81647
9
139805 5 23 MEI,TON E NEW CASTLE, co 81647
3
5 23 RIPPY ADAIR NEW CASTI,E, CO 8154?l-:3
2T5SIMH523SMILACKSTEPHANtSHEI'TONDRII'I'INGBASAI'T'CO81621
!MHo3/21l9639Gri].s.oo1oo70swNE55s91sls
! ,r.r.trn s 23 cHENowETH JrM & sHARoN 639? 214 RD NEw cAsrIJE' co 81547
h ^r /^1 /6q GVI L5 ' oo 150 21OON' 2OOOE SWNE 5 5 S 91 ll s11].594523CHENOWETHJIM&SHARON639?2l4RDNEWCASTIJE'CO81547
:lL47723523GREENJERRYI,&PATRICIAK5091coUNTYRD233sII,f,co81601
7
63626 A s 23 RUNG NORBERT 5105 CNTY RD 214 NEW CASTLE', co 81647
PAGE 4
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19060
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REPORT DATB t2/r]-/03
PERMIT D CO OWNER INFORMATION
ACTIVITY
CD DATE CD DATE
5 23 SMIIJACK STEPHEN
COI,ORADO WEIJI'S, APPI,ICATIONS, AND PERMITS
COI,ORADO DIVISION OF WATER RESOURCES
PAGE 5
WELI] }IE],], WATER SEC LOCAT'N TOWN P
YIELD DEPTH LEVEI, COORDINATES QTRS SC SEIP RANGE M
1ST USED ANNUAT' ACRES GEOI'
WD MD DB USE DATE APROP IRR AQFR
2755 103 RD CARBONDAT'E, CO 81623
5 23 SMII,ACK STEPITEN 2?ss l-03 RD CARBONDALE, CO 81523
5 23 SMILACK STEPHEN 2?55 CO RD 103 CARBONDALE, co 81623 I,OT CD SMIIJACK EXEMPTION
2?55 103 RD CARBONDAI'E, CO 815235 23 SMI',ACK STEPHEN
2755 103 RD CARBONDALE, co 81623 I,OT AA SMII,ACK EXEMPTION
5 23 SMII,ACK STEPHEN A
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REPORT DATE !2/LL/03
t nr*r, D co owNER rNFoRMArroN
I ::"':x" ","o':i,,
1ST USED
WD MD DB USE DATE
COL.ORADO WEIJIJS. APPIJICATIONS' AND PERMITS
COI,ORADO DIVISION OF WATER RESOURCES
ANNUAI ACRES GEOL
APROP IRR AOFR
PAGE
WEI,L WEI,I, WATER SEC I.OCAT'N TOWN P
YIE],D DEPTH LEVEL COORDINATES QTRS SC SHIP RANGE M
113975 5 23 NADON R L GLENWOOD SPG, CO 8L60L
242454 5 23 SCHUIJTZ GARY & GAIT,28s9 CR 335 NEW CASTLE, CO 81647
2
s8334F 5 23 SCHULTZ GArL & GARY 2859 CR 335 NEW CASTLE', CO 81647
AR 45
53599F 5 23 CHANSE RONAI,D K P.O. BOX 1083 GLENWOOD SPRTNG, CO 81602
00
5 23 SCI{ULTZ GARY BOX L15o GLENWOOD SPRTNG, CO 8l'602
332r2F 5 23 SCHULTZ GARY BOX 1,150 GLENWOOD SPRTNG, CO 8L602
C
GT,ENWOOD SPRTNG, CO 81602
P o Box 1l-50 GLENWOOD SPGS, CO 81602
s 23 SCHULTZ G
3 587 9F 5 23 SCHULTZ GARY L
PO
4 063 9F 5 23 SCHUT,TZ CRAIG 25s6 CO RD 335 NEW CASTLE, CO 81547 I,OT
3
56 097F 5 23 SCI{TILTZ CRAIG ],2656 335 ROAD NEW CASTLE, CO 8164? LOT 3(C)
20631MH
000
523 RR TRUST C/O DE],ANEY & BAI,COMB G],ENWOOD SPGS, CO 8].602
04
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2A RIVER OAXS
3 32 1lF
3321-3F
ill,unNrnnQUIREM
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TO BE INSERTED:
PRELIMINARY EFFLUENT LIMITS
FROM WQCD
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fr:t:ll:iH,:lJ:
December 2,2003
Mr. Gary Beers
Permits Unit - Water Quality ControlDivision
Colorado Department of Public Health and Environment
4300 Cherry Creek Drive South, Bldg. B
Denver, Colorado 80246, 1530
RE: The Rapids on the Colorado, Site Location Application
Dear Mr. Beers:
Martin/Martin, Inc. is currently involved in the preparation of a Site Location Application and
Engineering Report for the Rapids Development Corporation. The Rapids Development Corporation is
planning a newlesidential development west of New Castle, Colorado in Garfield County, which will
require a new wastewater treatment facility.
The purpose of this letter is to request preliminary effluent limitations for the proposed facility, which
will coniist of a mechanical treatment plant discharging to the Colorado River. The flow for which the
site application will be submitted is 0.060 MGD.
please review the attached location map identiffing the desired discharge point, and the additional basic
information required for development of the preliminary effluent limitations. Please send the invoice for
the application fee to the owner at the address indicated on the attached documentation. If any additional
information is required, please feel free to contact me at (303) 431-6100, or the owner. Thank you for
your attention to this matter.
Sincerely,
/*-J,*trlt
Roger H. Smades, P.E.
Principal
Encl: PEL Application Form
RHS jjm
Cc: File
12499 West Colfax . p.O. Box 151SOO o Lakewood, Colorado 80215 . Telephone: 303-431-6100 . www.martinmartin.com
Civil Department Fax: 30343 i4o2g . Structural Department Fax: 303-431-6866 . Marketing Department Fax: 303456-9923
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The Technical Analysis Section analyzes the lollutants of
Concem (POC). which will be provided bv the State of Colgrado.
tn tiris section, the assimilative capacity of the stream for each
of the POCs is determined using a mass balance calculation or
the Colorado Ammonia Model (CAM) when appropriate.
The Antidegradation Review Section determines the assimilative
capacity of the stream for each of the POCs based on Colorado's
Antidegradation PoiicY.
Further, the PEL will be consistent with the States's regulations and guidance, including
The Basic Standards and Methodologies for Surface Water (5 CCR 1002-31, October 30,
2001), and Colorado Discharge Permit System Regulations (June 30,2002) and/or other
appiicable guidance. The PEL will conform to the State's sfyle and formatting practices.
The basic information needed for the start of the process to develop a PEL report is
i denti fi ed in the fo ll owin g tab le. @,*qq.!b9-t-re.agu9[pl ant,qr
rhe pollutants oI gql.c.egr.-o1-fb..Lr-aSej-v.in&gq.v.1;-onm-eg!=Ip4J-be. te*guifed.tqS-s^!*ltsb !h.
efft.,ent timitations and will be lequested-dunne the prqp-qrqti-on process.
1-...--::.;;-.t= 1::"-:' -+' -:;:::o :;;; rr;;r+ '-
BASIC INFORIVIATION NEEDED FOR PEL
@ur"aified wastewater Treatment Plant Completed onOur"l ,y'./ Crr/rr"lJ
Name
Street Address
Ciry ZIP
County
Contact Name
Contact Phone
Circleon.,Gffi
S-grade-of existing faciliry - WQCD Permit No: CO
Discharge is rc: Cozo,enoo ZueP WBID: CO
CircleOn.,@
Lagoon SYstem
tocation Maps include point of discharge and attach
MGD
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Latitude and Longirude of discharge point are LA{. jj.3z' Oq,iofrop_b._pl's37t,, w
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No
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Pollutants of Concern (check all that apply)
,zleoot
_4'rss
-4 pH
Oil and Grease
7f C (Fecal coliform bacteria)
E. coli (coliform bacteria)
-/tXC (Totai Residuai Chlorine)
fJoal Ammonia
_ Metals (list)
Other
If upgrade is to an existing faciliry, was
If yes, include the CAM (electronic and
a CAM previously done? Yes
paper versions)
Comments:
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=::::::::::=-:::::-=::=::=:::::=:::::-:--::
Preparation of PEL : Option 1 - WQCD and Fees
The applicant can request the WQCD to prepare the PEL. Upon receipt of a request, the
WQCD will issue an invoice for the preparation of the PEL. When the payment and the
required basic information (see above table) for the new or modified plant are received,
the WQCD will start work . The PEL will be compieted within 30 days, under normal
workload conditions.
The Fee Categories for PELs, as cited below with introductory text, are from Section 25-
8-502 (b.6Xl) of the Water Qualiry ControlAct (Act).
In accordance with the provisions of Section25-8'702 of the Act, the Division may
assess a fee for determination of preliminary effluent limitations upon a domestic
wastewater treatment works, as defined at 25-8- 103(5), pursuant to the site location
App1oygUISS and all such fees shall be in accordance with the following schedule'
ffis s. h in this schedule shall be increased by an amount equal to 75oh of the
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LandVoyage - Unlimited Maps and Imagery - Aerial Photos - USGS Topo Maps - Satellit... Page I of I
http:/iwww.landvoyage.com/delivery/deliveryjpg_download.asp?pid:1&sid:870535&mi... 121212003
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THE RAPIDS ON THE COLORADO
ANlTICIPATED PRELIMINARY EFFLUENT LIMITS
PARAMETER LIMIT CRITERIA
BOD, mg/L 30/45 30 day average I 7 day average
TSS. mq/L 75/1 00 30 dav averaqe I 7 day average
Fecal Coliform, #/1 00mg 2000/4000 30 day average I 7 daY average
Total Residual Chlorine, mg/L 0.5 Daily Maximum
pH 6.5-9.0 Minimum - Maximum
Oil & Grease N/A Visual
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ilt.q.m DATA
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EVAPORATION DATA
The annual free water surface evaporation rate for this region is approximately forty (40)
inches per year. This information was obtained from the Evaporation Atlas for the
C"raig"o", +g Unit"A States, NOAA Technical Report NWS 33'
U.S. DePartment of Commerce
Nationai Oceanic and Atmospheric Administration
National Weather S ervice
Page I of2
NCDC: Locate Weather Station-Select Station
& wCOC t Clitttute-Radar Data Inventories / Locate stutiotr / search
WBAN
Call
Sign
/ICS
wl\'lo
ID T"vpe
Station Name
- Citl', State or Province, CountrY
- Count--v Pcriod of Record
COOP
ID
050214Altenbern
- CO, United States
l- Garfield CountY
lGl"nrvood Spgs #2
l- Co, United States
l- Garfield CountY
01 Jan 1950 Present
0l Jun 1950 Present 053359
------] I
Glentvood SPrings
- Glenwood SPrings, CO, United
States
- Garfield CountY
Glenu'ood SPrings I NW
- Gienwood SPrings, CO, United
States
l- Garfield CountY
I.iO DATA
AVAILABLE Ot'l LINE
(cllch tor addltlansl detslla)
053357
L.l
i'l0 DATA
AVAILABLE OfiI LIHE
(cllch lor iddltlonal detalls)
0s3366
Glenn'oocl SPrings 3 SSE
- Glenwood SPrings, CO, United
States
- Garfield CountY
01 Aug 1948 30 Jun 1950 053359
Grand Valle-v
- CO, United States
- Garfield CountY
0l May
1965
25 Feb 1981 053508
05631 I
Parachute
- Parachute, CO, United States
- Garfield CountY
01 Feb 1981 08 Jun 1992
05703 I A
RiIle
- Rifle, CO, United States
- Garfield CountY
l8 Sep 1945 Present
03016 RIL
/KRIL
ASOS.
FAARille Garfi eld.CountY AirPort
- Rifle, CO, United States
- Garfield CountY
1l Sep 1969 Present
Shoshone
- CO, United $tates
- Garfield CountY
0l Aug 1948 Present 05761 8
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Station List
10 station(s) found in Garfteld County' CO' USA'
Access Digital ASCII Data For This Group of Stations'
Selectindividualstationbelowtoaccessdataforthatstation.
NCDCN{ayNotI{ar,eReceivedAnl,DatafbrSomeoftheseStatiorrs.
http://www4.ncdc.noaa.gov/cgi-win/wwcgi.dll?wwDl-SelectStation-USA-co
ry2412003
Page I of I
Colorado Precipitation Frequency Data -- OUTPUT PAGE
Precipitation Frequency D ata output
NOAA Atlas 2
Colorado 39.55"N 107 ' 57"$I
S ite- sPec if ic Estirates
EEcipitation
IntensitY (inlhr)
6-hour
2-year
2 4 -hour
Hydr@t.orological Detig6 studic! C'nt'r - NoAA/Nationtl llcatlrcr Seryic'
1325 Ealt-wg't Highxry - silv.r sPriEg, MD 20910 . (301} ?13-1669
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GLENWOOD SPRINGS # Z,COLORADO
(0s33se)
Period of Record Monthly Climate Summary
Period of Record z ll 211900 to 713112003
Percent of possible observations for period of record'
'#::T;1i',:;t:;i" ffi ;#;:,;'ol:x n".ipitation: st:% Snowfail: 87.7% Snow Depth: 4t.6%
:l -1^ ^--r l^+^ ^^*-16+6hacc'i'rr..r ii"i", rra"i"a"" or Metadata graphicsio, *or. detail about data completeness.
Wes tern Regional Climate Center, wrcc@ dri' e du
JanFebMarAprMayJunJulAugsepoctNovDecAnnual
36.9 42.6 51.3 61.6 72.1 82.4 88.5 86.1 78.4 66-4 49.8 38'1 629
11.6|6.624.331.138.244,050.649.441.831.822.213.431.3
1.46:I,28:.,421'63|,441.111.271.501.58]I.471.151.3016.61
18.411.66.61.90.30.00'00.00.01.25.415.360.7
5300000000031
GLENWOOD SPRINGS # 2, COLORADO period of Record Monthly climate Summary Page I of 1
Average Max.
Temperature (F)
Average Min.
Temperature (F)
Average Total
Precipitation (in.)
Average Total
SnowFall (in.)
Average Snow DePth
(in.)
http ://www.wrcc. dri. edu/cgi-bin/cliRECtM'pl?co glen rzt912003
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I GLENwooD SPRINGS # 2, coLoRADo period of Record General climate summary "' Page I of 2
GLENWOOD SPRINGS # Z,COLORADO
PeriodofRecordGeneralClimateSummary-Precipitation
-stuti*:rossrsg)
GLENwooD SPRTNGS # 2
From Year:I900 To Year2003
-t
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F.b^.rrl lL28l ll_s-17 fiSl@ Et@l- o7n%71 _zlt
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27 Ito%tr 7A h.43 We?d lel sl 1 0rll o.ol 0.0 I
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December l1.3ol l+.+sl[;1 :ll 76
t-l t- - ..1 @Gr@ re 86 53 7 1 60.7 119.:lLl!Annual IO.Or -1r-.---:il-:11- .7 I-A 45.2 llt ts ll :sl
Winter +.osl tr.32l 52 l!2ll 7 tw1l 195I123ull zsJl t+
Sp""s I @ lho.ssl fnr@ f13lr!|_rr?80401 ]GIt-EIt_?ll ol I 8.8:ll 37'olll zel
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For monthly and annual means, thresholds, and sums:
Months with 5 or more missing days are not considered
Years with I or more missing monihs are not considered
Seasons are climatological not calendar seasons
Winter = Dec., Jan., and Feb' Spring = Mar', Apr'' and May
Summer: Jun., Jul., and Aug' Fall: Sep', Oct'' and Nov'
http :i/www.wrcc. dri. edu/c gi-binicliGCStP'pl?co glen 121912003
GLENwooD 5pRINGS # 2, coLoRADo period of Record General climate Summary ..' Page2 of 2
W es t ern Re gi o n al C I im at e C ent er, w r c c @- dr i' e du
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APPENDIX I
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Exhibit 23
December 30, 1998
Mr. Gene R. Hilton
2102 West Arapahoe Drive
Littleton, CO 80120
RE: The Rapids
Dear Gene:
ENARTECH lnc. Consulting Engineers and Hydrologists
==NWUZ-
ZAN-
^#tN,
This lener is to provide certification for the placement of fill material in accordance with the
Garfield County Floodplain Special Use Permit for the Rapids on the Colorado Subdivision
(Resolution 97-26, copy enclosed). I, Peter Belau, a Colorado registered Professional
Engileer, hereby certify the following:
l. The'as-built" elevationof thefillplacedonLots L,2,3,4,5,6,7,8,9,10, ll, 12,
76, 17, and 18 of the Rapids onthe Colorado Subdivision is above the elevation of the
100-year flood, effectively removing the building envelopes on these lots from the
100-year floodplain of the Colorado River.
2. The fill material was placed in accordance with the engineering specificarions for this
rype of floodplain development, including the compaction of the fill material.
Please note that the Special Use Permit has a number of additional requirements, including that
the lowest floor, including basement, of any residence must be at least 1 foot above the
100-year flood elevation.
Sincerely,
ENARTECH, INC.
Peter Belau, P.E.
PB/jlw
Enclosure
cc: Mark Bean
E-mail: belau@rof.net
P423{l DOCS\PJB9E\423_LIr G Hilron l2309EA
302 Eighth StrceL Suite 325 P.O. Drawer 160 Glenwood Splings, Colorado 81602 (970) 945-2236 Fax (970) 945-2977
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APPENDIX J
COST ESTIMATES
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Project:
Location:
Subject:
Glient:
The RaPids on the Colorado
Garfietd County, Golorado
PRELIMINARY' WWTF Gosts
Rapids DeveloPment CorPoration
ENGINEER'S OPINION OF PROBABLE COST
Date: 2-Dec-03 UPdated 2120104
Job No.: 16454.C.01
Prep. BY: JJM
Ckd. BY: RHS
MARTIN/MARTIN
CtrNAULTINC' ENGIINEEFg
Note: Any opinions ot pn""JiIlEiE p.j""t "o.t.
or;iffiion *G rendered by MARTIN/MARTIN represent
itsbestjudsmentandarefurnishedforseneralsuidance'MARTIN/MARr:Tf,i:""::,::::'":tn'"'""t""'
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Alternative 1:Batch Reactor
$ 119,000.00$ 119,000.00
$ 110,000.00
-.
wt"y be required
616,140.00
run date: 211912004 4:58 PM
Page 1 of 1
Project:
Location:
Subject:
Client:
The Rapids on the Colorado
Garfield CountY, Colorado
PRELIMINARY' WWTF Costs
Rapids DeveloPment CorPoration
ENGINEER'S OPINION OF PROBABLE COST
Date: 9-Dec-03 UPdated 2l2OlO4
Job No.: 16454.C.01
Prep. By: JJM
Ckd. By: RHS
MARTIN / MARTIN
t!ETNEULTINE ENEINEERA
$ 605,000.00
Treatment FacilitY with Bu
run date: 211912004 4:48 PM
Page 1 of 1
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Alternative 2: Activated
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COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Water Quality Control Division
4300 Cherry Creek Drive South
Denver, Colorado 80246-1530
APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OF:
A NEW DOMESTIC WASTEWATER TREATMENT PLANT
APPLICANT: RapidsDevelopmer!tqpar4llmlBDCl PHOn-E: (303) 798-1640
ADDRESS: 2102 West Arapahoe Drive
CITY, STATE, ZIP: Littteton. Colorado. S0l20-3008
Consulting Engineer:Martin / Martin Inc.(303) 431-6100
Address: 12499 West Colfax Avenue. PO Box 151500
City, State, Zip: Lakewood. Colorado.802l5
Summary of information regardins new wastewater treatment Dlant:
Proposed Location (Legal Description): Sy-- l/4,l/4, Section 4
GarfieldTownship _65 Range: 9l W County
Type and capacity oftreatment facility proposed: Major Processes Used
Disinfection
Seouencins Batch Reactor (SBR).
Hydraulic: 45.000 gallday Organic: E7 lbs. BODy'day
Present PE: Design PE: 400450 0Z Domestic: 100 oZ Industrial 0
Location ofFacility:
Attach a map of the area, which includes the following:
(a) S-mile radius: all sewage treatment plants, lift stations, and domestic water supply intakes.
(b) I -mile radius: habitable buildings, location ofpublic and private potable water wells, and an approximate
indication of the topography.*t - Maps are included in Appendix D ofthis report.
Effluent disposal: Surface discharge to watercourse (name)Colorado River
Subsurface disposal: : Land Application:Evaporation:
Other (list):
Statewaterqualityclassificationofreceivingwatercourse(s): AqLifeCold l.Recreation la.WaterSupply.Asriculture
Proposed EfIIuent Limitations developed in conjunction with the Water Quality Control Division:
BODs
-
mB.4 ss
-
mgfl Fecal Coliform _/100 ml
TotalResidualChlorine-rncflAmmonia-mg/lother
Will a State or Federal grant/loan be sought to finance any portion ofthis project?
Present zoning ofsite area?Aericultural/Residential/Rural Density (ARRD)
Zoning within a I -mile radius of site?AI. ARRD. CG. OS (See Zonins Man in Anoendix N)
What is the distance downstream from the discharge to the nearest domestic water supply intake? Z_!d!!pt
Name of Supply:
Address ofSupply:
WQCD-3a (Revised 2/01)
Town of Silt
Page I of4
A.
l.
P O Rar 70 Sih aO fl1652
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APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OF:
A NEW DOMESTIC WASTEWATER TREATMENT PLAI\T
What is the distance downstream fiom the discharge to the nearest other point ofdiversion?l3 Miles
Name of User: Citv of Rifle
Address of User: 202 RaiLoad 4ye,PO Box L908, Rille.c!- 8 1 650
What entity has the responsibility for operating the proposed facility? The-Rapids on the Colorado Homeowners
Association will hire a Certified ooerator to operate the WWTF when it is constructed.
Who owns the land upon which the facility will be constructed? Rapids Developmen ion
(Please atlach copies of the document creating authority in the applicant to construct the proposed facility at this site)
Estimated project cost: _$61 6.000.
Who is financially responsible for the construction and operation of the facility?Rapids Develooment Comoration
Names and addresses of all municipalities and water and/or sanitation districts within 5 miles downstream of the proposed
wastewater treatment facility site. TOWN OF SILT
(Attach a sepamte sheet ofpaper ifnecssary)
Is the facility in a 100-year flood plain or other natural hazard area? No
If so, what precautions are being taken?
Has the flood plain been designated by the Colorado Water Conservation Board, Department ofNatural Resources or
Colorado Water Conservation Boardother agency?
(Agency Name)
Ifso, what is that designation? _
Please identify any additional factors that might help the Water Quality Control Division make an informed decision on
your application for site approval. _The Rapids on the Colorado is a platted subdivision with provisions for ISDS
svstems on each lot.
(Attach a separate sheet ofpaper ifnecessary)
WQCD-3a (Revised 2/01)Page 2 of 4
IL
12.
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APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OF:
A NEW DOMESTIC WASTEWATERTREATMENT PLAI\IT
Ifthe facility will be located on or adjacent to a site that is owned or managed by a federal or state agency, send
the agency a copy of this application for the 88ency's review and recommendation.
Recommendation of governmental authorlties:
please address the following issues in your recommendation decision. Are the proposed facilities consistent with the
comprehensive plan and any other plans, policies, and/or r_egulations for the area, including the 20 I Facility Plan or 208
.
Water euality M"nug"."ni Plun, as they;ffect water quality? If you have any further comments or questions, please call
(303) 692-3s00.
Recommend
Aoproval
Recommend
Disapproval Comment
Signature of
ReoresentativeDate
N/A
Management Agency
Town of New Castle (within 3 miles)City or Town (If site is inside boundary)
County
Water Quality Management Planning Agency
I certify thrt I am familiar with the requirements of the "Regulations for the Site Apptication Process", and have posted
the site in accordance with the iegulations. An engineering ieport, as described by the regulations, has been prepared and
is enclosed.
Gene R. Hilton. Pres. RDC
Signature ofApPlicant Typed Name
WQCD-3a (Revised 2/01)Page 3 of4
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APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OF:
A NEW DOMESTIC WASTEWATERTREATMENT PLANT
ATTACHMENT TO SITE APPLICATION
In accordance with C.R.S. 1981,25-8-702 (2)(a), (b), and (c), and the "Regulations for the Site Application Process",
the Water Quality Control Division must determine that each site location is consistent with the long range,
compreheniive pianning for the area in which it is to be located, that the plant on the proposed site will be managed to
minimize the potential idverse impacts on water quality, and must encourage the consolidation of wastewater
treatment works whenever feasible.
ln making this determination, the Division requires each applicant for a site approval for a domestic wastewater
treatment-works to supply an engineering report describing the project and showing the applicant's capabilities to
manage and operate thi iacility over the life ofthe project to determine the potential adverse impacts on water quality.
fhe riport shatt Ue consideredthe culmination of the planning process and as a minimum shall address the following:
Service area definition including existing and projected population, site location, staging or phasing,
floWloading projections, and relationship to other water and wastewater treatment plants in the area.
proposed site location, evaluation of altemative sites, and evaluation of treatment alternatives.
Proposed effluent limitations as developed in coordination with the Division'
Analysis ofexisting facilities within the service area(s).
Analysis ofopportunities for consolidation oftreatment works in accordance with the provisions of
2n(D@),iniiuaing those recommended in the water quality management plan, unless the approved
water quality management plan recommends no consolidation.
Evidence that the proposed site and facility operations will not be adversely effected by floodplain or
other natural hazards. Where such hazards are identified at the selected site, the report shall describe
means of mitigating the hazard.
Evidence shall be presented in the form ofa report, containing soils testing results and design
recommendations and prepared by a Professional Geologist and a Geotechnical Engineer, or by a
professional meeting the qualifications ofboth Professional Geologist and Geotechnical Engineer, with
an appropriate level ofexperience investigating geologic hazards, stating that the site will support the
proposed facility.
Detailed description of selected alternatives including legal description of the site, treatment system
description, design capacities, and operational stafling needs.
Legal arrangements showing control of site for the project life or showing the ability of the entity to
acq:uiretheiiteanduseitfortheprojectlife. ApprovalbytheDivisionofanapplicationforsite
apiroval shall not be deemed to be a determination that the proposed treatment works is or is not
nii".rury, that the proposed site is or is not the best or only site upon which to locate such a treatment
works, oi'that locationof a treatment works on the site is or is not a reasonable public use justiffing
condemnation of the site. Approval by the Division shall only be deemed to be a determination that the
site application meets the requirement of this regulation 22 (5 CCR 1002-22).
Institutional arrangements such as contract and/ or covenant terms which will be finalized to pay for
acceptable waste treatment.
Management capabilities for controlling the wastewater loadings within the capacity limitations of the
propoied treatmint works, i.e., user contracts, operating agreements, pretreatment requirements and or
ih" -unug"..nt capabilities to expand the facilities as needed (subject to the appropriate, future review
and approval procedures).
Financial system, which has been developed to provide for necessary capital and continued operation,
maintenanie, and replacement through the life of the proj ect. This would include, for example,
anticipated fee structure.
Implementation plan and schedule including estimated construction time and estimated start-up date'
WQCD-3a (Revised 2/01)Page 4 of4
APPENDIX
cn,O-TNCNNICAL REPORT
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Exhibit 20I
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e5.Etectl
HEPWORTH - PAWLAK G EOTECHNICAL
March 31., 2003
Rapids Development Corporation
Attn: Gene Hilton
2102 West Arapaho Drive
Littleton, Colorado 80120-3008
Hepworth-Parvlak Ceorechnica
5020 County Road 154
Clenwood Springs, Colorado 81601
Phone: 9?0-945-7988
Fax: 9?0-945-8454
ernait: hpgeo@hpgeotech.com
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Job No. 103 198
Subject: Subsoil Study for Foundation Design, Proposed Waste Water Treatment
site, Lot 1, The Rapids on the Colorado, county Road 335, Garfield
CountY, Colorado.
Dear Mr. Hilton:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for
design of foundations at the.subject site. The study was conducted in accordance with
our agreement for geotechnical engineering services to Rapids Development
Corporation dated March 5, 2003. The data obtained and our recommendations based
on the proposed consrruction and subsurface conditions encountered are presented in
this report. Hepworth - Pawlak Geotechnical, Inc. previously conducted percolation
testing for the subdivision development.and presented our findings in repors dated May
12,7995 and August 8, L996, Job No. 195217.
Proposed Construction: The proposed treatment plant will be a pre-manufactured
concrere structure approximately 80 feet by 80 feet in size located in the area of the pits
shown on Figure 1. Cut depths are expected to be up to about 15 feet. Foundation
loadings for this type of construction are assumed to be relatively light and typical of
the proposed type of construction.
If building conditions or foundation loadings are significantly different from those
described above, we should be notified to re-evaluate the recommendations presented in
this report.
Site Conditions: The sire was mostly vacant at the time of our field expioration. An
existing abandoned building was located to the south-southwest of the exploratory pits'
Minor overlor grading consisting of shallows cuts and fills for subdivision development
rvas observed across the lot. The Colorado River is located about 110 feet to the north-
norrhrvest and is approximately 10 feet lorver in elevation than the proposed building
site. The ground surface is relatively flat rvith gentle slope down to the northwest.
Parker 303-84i-?1i9 . ColoradoSprings 719-633-5562 ' Silvenhome 970'468-1989
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Rapids Development Corporation
March 31, 2003
Page 2 .,
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There is about 2f.eet of elevation difference across the proposed buiiding area.
Vegetation consists of sparse grass and rveeds with cottonrvood trees.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating trvo exploratory pits at the approximate locations shown on Figure 1. The
logs of the pits are presented on Figure 2. The subsoils encountered, below about 172
feet of topsoil (possible old fill in Pit 1) consist of loose, stratified silt and sand of
depths of.5Vzto 6Vz feet where relatively dense slightly silty sandy gravel and cobbles
wirh boulders to the bottom pits depths of 7 and 6Vzfeet. Results of srvell-consolidation
testing performed on a relatively undisturbed sample of sandy silt presented on
Figure 3, indicate low compressibility under existing moisture conditions and light
Ioading and a low collapse potential (settlement under constant load) when rvetted. The
sample showed high compressibility upon increased loading after wetting. No free
water was observed in the pits at the time of excavation and the soils were slightly moist
to moist.
The log of a rvell (Rapids Well No. 4) drilled to the east of the proposed building area
as part of the subdivision development was provided by Mr. Hilton. The subsurface
conditions observed in the pits are similar to those encountered at the rvell which was
drilled to a final depth of 80 feet. Bedrock of the Wasatch Formation was encountered
at a depth of 18 feet. The free water level was measured at a depth of 12 feet rvhen
drilled in April 1996.
Foundation Recourmendations: Considering the subsoil conditions encountered in the
exploratory pirs and the nature of the proposed construction, we recommend spread
footings or a mat foundation placed on the undisturbed natural gravel soil or bedrock
designed for an allowable soil bearing pressure of 4,000 psf for support of the proposeci
treatment plant. We expecr settlements to be 1 inch or less and essentially occur during
construction. Footings should have a minimum width of 18 inches for continuous rvalls
and 2 feer for isoiated pads. The topsoil, existing fill and loose and disturbed soils
encounrered at the foundation bearing level within the excavation should be removed
and the footing bearing level extended down to the undisturbed gravel soils or bedrock.
Voids created by the removal of large rocks should be backfilled with compacted sand
and gravel or with concrete. Exterior footings, footings beneath unheated areas and
edges of mars should be provided with adequate cover above their bearing elevations for
frost protection. Placement of tbundations at least 36 inches below the exterior grade is
Job # 103 198 HEG'eOtecte
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Rapids Development Corporation
March 31,2003
Page 3
typicatly used in this area. Continuous foundation walls should be reinforced top and
bottom to span locai anomaiies such as by assuming an unsupported length of at least
1.0 feet. Foundation walls acting as retaining structures should be designed to resist a
Iateral earth pressure based on an equivalent fluid unit lveight of at least 50 pcf for
granular bacKill such as the on-site sandy gravel. The unit weight given above assumes
a dry backfill condition. The submerged portion of the foundation should consider
hydrostatic pressure in addition to the lateral earth loading.
Surface Drainage: The follorving drainage precautions should be observed during
construction and maintained at all times after the treatment plant has been completed:
1) Inundation of the tbundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95Vo of. the maximum standard Proctor density in
pavement and slab areas and to at least 90Vo of. the maximum standard
Proctor density in landscape areas. Free-draining wall backfiil should be
capped with about 2f.eet of the on-site, finer graded soils to reduce
surface water infiltration.
3) The ground surface surrounding the exterior of the building should be
sloped to drain arvay from the foundation in all directions. We
recommend a minimum slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 1.0 feet in pavement
and rvalkway areas.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
Limitations: This study has been conducted in accordance rvirh generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
warranty either express or implied. The conclusions and recommendations submitted in
this report are based upon the data obtained from the exploratory pis excavated at the
Iocations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type
of consrruction, and our experience in the area. Our findings include intelpolation and
extrapolarion of the subsurface conditions identified at the exploratory pits and
variations in the subsurface conditions may not become evident until excavation is
performed. If conditions encountered during construction appear different from those
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Trevor L. Knell
Revierved by:
Jordy Z. Adamso
TLIVksrv
attachments
Rapids Development Corporation
March 31, 2003
Page 4 -4-
described in this report, we should be nodfied at once so re-evaluation of the
recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes.
We are not responsible for technical interpretations by others of our information. As
the project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or rnodifications to the recommendations
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
If you have any questions'or if we may be of further assistance, please let us knorv.
Respectfully S ubmitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
igure 1
Figure 2 -
Figure 3 - Swell-Con
Schmueser Gordon Meyer - Atrn: Bob Penningron
trr$ry,r"
'f 2?7,02 F
ii,.. 'lr/* ../,
I Job # 103 198
gEGed:tecle
Pits
Test Result.s
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't \ ENVELoPE STAKES
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X. n.... (,LExsTrNc ..... V'*t
RAPIDS
VIEW ROAD
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a.orr* R'AO 33s
103 198 HEPWORTH-PAWLAK
GEOTECHNICAL, INC.LOCATION OF EXPLORATORY PITS
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PIT 1 PIT 2
WC=7.9
D0=90
LEGEND:
TOPSOIL; silt ond sond, scottered cobbles in Pit 1, orgonics, moist, dork brown.
Possible old fill ln Pit 1.
SAND (SM); slightly silty to silty, loose, slighUy moist, light brown.
SILT AND SAND (ML-SM); slighfly cloyey, loose, slighuy moist, light brown.
GRA\ELS, COBBLES AND BOULDERS (Gp-cM); sondy,
light brown, subrounded to rounded river rock.
2' Diometer hond driven liner somple.
slighily silty, dense, slightly moist,
1. Explorotory pits rvere excovoted on Morch 24, 2003 with o bockhoe.
2. Locotions -of explorotory pits were meosured opproximotely by pocing from feqtures shown on the siteplon provided.
3. Elevotions of explorotory pits were not meosured ond logs of explorotory pits ore drown to depth.
4. tt explorotory pit locotions should be considered occurote only to the degree implied by the method
used.
5. The lines between moteriols shown on the explorotory pit logs represent the opproximote boundories
between moteriol types ond tronsitlons moy be groduol.
6. No free woter wos encountered In the pits of the time of excovoting. Fluctuotions in woter level moyoccur with time.
7. Loborotory Testlng Results:
WC=WoterContent(Z)
DD = Dry Oensity ( p"f )
a
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wa
w
Ei.EW
F
NOTES:
103 198 HEPWORTH.PAWLAK
GEOTECHNICAL, INC.LOGS OF EXPLORATORY PITS
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Moisture Content : 7.9 percent
Dry Density - 90 pcf
Somple of: Sondy Silt
From: Lot 1, Pit 1 al 5 1/2 Feel
-'--Z
Compression
uPon
wetting
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0.1 1.0 10
APPUED PRESSURE - ksf
100
HEPWORTH_PAWLAK
GEOTECHNICAL, INC.SWELL-CONSOLIDATION TEST RESULTS
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ERTIFI ATION
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Financial and Manaoerial Certification
As evidenced by the signature below, Rapids Development corporation, hereby acknowledges and
confirrhs that the *rp#"tion is financially and managerially^ qualified to construct and operate the
il"pli|a'*jri"*"1litr*tment facitity to-be located in the sw1/4 of section 4, Township 6 south,
itrnge 91 West of the 6m P.M', near New Castle, Colorado'
Financial:
Funds to finance construction will come from cash on hand, tap fees and loans from shareholders'
Management:
Rapids Development Corporation will be responsible for subcontracting the engineering and
construclion of the tl"iritr Upon completion of construction and certification that the facility is
;,;;;tilg property, naptOi Devblopme-nt Corporation.and The Rapids on the Colorado Homeowners
Association will initiate the formation of a special district to operate the existing Rapids water systems
and the wastewater treatment facility.
Operation:
When construction ls completed, a certified operator will be contracted to operate and maintain the
wastewater treatment facilities. The operator will report directly to the president of Rapids
Development corporation until the special district is formed and in operation'
Rapids on the Colorado Homeowners Assn.Rapids DeveloPment CorPoration
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SraTE
DnpanTMENT oF
SrarB
CBnrrFICATE
I, DONETTA DAVIDSON, Secretary of State of the State of Colorado,
hereby certify that, according to the records of this office,
RAPIDS DEVELOPMENT CORPORATION
(ColoTadoCORPORATION )
File # 19971118230
was filed in this office on July 25,1997 and has complied with the applicable provisions
of the laws of the State of Colorado and on this date is in good standing and authorized and
competent to transact business or to conduct its affairs within this state.
Dated: December 5, 2003
For Validation:
Certificate lD: 737560
To validate this cerlilicate, visit the following
web sile, enter this certificate lD, then follow the
instructions displayed.
l,vww.sos.state.co. u sA/a I idateCertif icate
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RADO
DTpInTMENT OF
SrarB
CE,NUFICATE
I, DONETTA DAVIDSON, Secretary of State of the State of Colorado,
hereby certify that, according to the records of this office,
RAPTDS ON THE COLORADO HOMEOWNERS ASSOCIATION (THE)
(Colorado NONPROFIT CORPORATION)
File # 19971095478
was filed in this office on June 16,1997 and has complied with the applicable provisions
of the laws of the State of Colorado and on this date is in good standing and authorized and
competent to transact business or to conduct its affairs within this state.
Dated: December 5,2003
SterE
ffi
For Validation:
Certificate lD: 737557
To validate this cerlifimte, visit the following
web site, enter this certificate lD, then follow the
instuctions displayed.
www,sos.state.co.usAlalidateCertif icate
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zoNTNG TNFORMATTON (L
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GARFIELD COI.]NTY
ZONING RESOLUTION
oF 1978
BOARD OF COUNTY COMMISSIONERS
GARFIELD COUNTY, COLORADO
P.O. BOX 640
GLENWOOD SPRINGS, CO 81602
Adopted & Enacted
January 2,1979
Effective
January 2,1979
THIS COPY INCLT'DES ALL AMENDMENTS THROUGH:
MARCH,2003
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TABLE OF CONTENTS
Officials of the County ......... i
Supplementation.......... ....... ii
Resolution No. 79-l ............ iii
Table of Contents ................ iv
GENERAL PROVISIONS ................
Purpose
Authority...
DEFINITIONS
Rules of Construction
Terms Defined
3.OO ZONE DISTzuCT REGULATIONS.........0l Agricultural/lndustrial02 Agricultural/Residential/Rural Density03 Residential/Limited/Suburban Density......04 ResidentialllimitedAJrban Density05 Residential/General/SuburbanDensity......06 Residential/General/Urban Density07 Commercialllimited....08 Commercial/General....09 Open/Spacel0 Resource/Lands...........ll Residential-MobileHome/General/UrbanDensity12 Light/Industrial . .l3 P/A-Public Airport....14 DrinkingWaterConstraint(Dwc)..l5 Commercial Drinking Water Constraint (CDWC).
4.OO PLANNED UNIT DEVELOPMENTS0l Definitions02 Pumoses and Objectives of Development03 Scope.........04 Consistency with the Master/Comprehensive Plan...........05 Relationship to Zonineand Subdivision ...........06 InternalCoinpatibility of PUD07 StandardsandRequirements.........08 PUDProcessing..........09 Development in Stagesl0 Maintenance of Common Open Space1l Fee.............12 Enforcement and Modification of Provisions
of the P|an...........14 Garfield County Affordable Housing Guidelines.
[ncornoration
Zone'District
Application of Regulations...............
Risht to Farm..........Rifht to Farm..........
Legend of Zone District Designations.......
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Kennel,ridingstableandveterinaryclinic,guidingandoutfitting;
Single-family dwelling anq gq.^tg*uty accessory uses only where it is accessory to the uses
tisiSa aUove' (A. 80-lB0; 86-09)
fi,T;i:yof#':XHtsl'HB??#s,ff#33T,?f i"YY,:X""ffi il'L%"Jff fl ig:fif *iliIL'rfl :
itandards in Section'5'03'02
3.Ol .02 Uses. conditional: Aircraft lry1.di1g s!1\p, airport-utility, salvage yard and sanitary landfill;
group-T6-me for the elderly' (A' 97-60)
Home occupation, storage' (A' 80-180;86-09)
3.01.03 Uses. special: Camper park, agriculture-related business,.resort; Airport-air c.arri-e-r,
iiifrfiffiili;iifty, "ffi;ttil";' 6;itii:(a-t7-60),ihooiing ranle faiilitv(A'e8-108)
Plant for fabrication of goods from processed natural resources; material^handling'
i,i,?iii,li,i r.lliiii,.i,ti..r.i3iiiftriiuiiii,in, *-i*t ouie facilities/stasins, areas, fabrication
areas, storage areas, *iii,ii,i',porndmenti, a."eit routes, utility liri'es. utilitv substations.
Hsf;lhiftl**3*tj"e:n'*tti?/iiti:l:'tl?lr:*f,*lll',tih's:iit'l?lii',ti%T
263 86-09;gg"-diJgg-dz5) Mass Transit Facilitv (added 2002-12)
Accessory dwelling unit meeting the standards in Section 5.03.02 for any lot not created
after a public hearing or meeting afier'l19)'
3.01.04
3.01.05
3.01.06
3.01.07
3.01.08
3.02
3.02.01
Mini4tslql$ 4I9gi Two (2) acres. (A' 80- 1 80); except as otherwise approved in a Cluster
Maximum Residential Lot coveraee: Fifteen percent (15%). (A. 80-180)
Minimum Setback: (Unless otherwise permitted by special use permit.)
fll"l,T,,,i,{fl*;'l?rtT:li1';ffii:;;iiiilgii',H.t3:ifft{t",T.ff?J;Hffi3;tH'!1?ilr;l
twenty-five (25) feet from front lot ltne, whlchever ls greater;
(2) Rear yard: Twenty-five (25) feet from rear lot line;
(3) Side yard: Ten (10) feet from side lot line, or one-half (1/2) the building height,
ir6ichevef is greater' (A. 80-180)
ffiForty(a0)feet.(Unlessotherwisepermittedbyspecialuse
ffi,*l\.ti":,dlilb,o.subjecttotheprovisionsofSection
AIR/RD-.AGRICULTURAL/RESIDENTIALiRURALDENSITY
i4:{',hiri#ti.il*lqift [s,irp:'d4!
or orooerty employed"i'n" il,;i'iH;6r;-il;;,";Liun-"JtiUtithment f6r sale 6f goods
fu'.;rGdh"m'tai mutetial-s produced on the lot;
Guiding and outfitting, and Park;
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Single-family dwelling and customary accessory uses. (A. 86-09)
Accessory dwellins unit approved as a part of a public hearing or meeting on a subdivision
or subdivision exefirption'or guesthous'e special use approve? after 7195 and meeting the
standards in Section 5.03.02.
3.02.02 Uses. conditional: Aircraft lanCiqg strip, church, community buildings, day nursery and
school', group home for the elderly. (A. 97-60)
Boarding or rooming houses, studio for conduct of arts and crafts, home occupation, water
impoundments. (A. 86-09;87- I 08)
Uses. special: Airport utility, feedlot as principal use of the lot, crematorium, agriculture-
relat6d-Eusin-bss, resorts, k6nnel, riding sta6le, and veteriniry clinic, sh6ot-ing range
facility(A.98- 108);
Two-family dwelling, camper park, ski lift and trails; broadcasting studio, communication
facility, cofrections fa'cititv, storage, storage of heavy-equipment, g-olf course driving range,
golf piactice range and acdessory facilities, commercial recreation facility/park;(A.97-60;
97-l12) Mass Tiansit Facility (added 2002-12)
3.02.03
3.02.04
3.02.05
3.02.06
3.02.07
3.02.08
3.03
3.03.01
Public gatherings;-storage of oil and gas drilling equipment; Site.for extraclion, processing,
l,;",;';f ti'"#f"]r""ilriiiq'ii',e';i"fr;,.,i.i"i=EqJL"fi -rir11j,l;i iliW 'substationli
storags or material handling of natural resources; utility lines, utility substations;
recreltional support facilities Ind guest house. (A.79-132; 80-64; 80-l 80; 80-3 13, 8l -145;
8l-263;84-78; 86-9; 86-84; 86- I 06; 87 -73;99-025)
Accessory dwelling unit meeting the standards in Section 5.03.02 for any lot not created
after a public hearing or meeting after 7195.
Kennel
Minimum Lot Area: Two (2) acres; except as otherwise approved in a Cluster Option@B11T-
Maximum Lot Coverase: Fifteen percent (15%).
Minimum Setback:
( I ) Front yard: (a) arterial streets: seventy-five (75) feet from street centerline or fifty (50)
fei:t from Tront lot line, whichever is greater; (b) local streets: fifty (50) feet from street
centerline or twenty-five (25) feet fioir front ldt'line, whichever id gieater;
(2) Rear yard: Twenty-five (25) feet from rear lot line;
(3) Side yard: Ten (10) feet from side lot line, or one-half (1/2)the height of the principal
building, wlichever is glepjerl - , c , .\ c- _abriildins.-whichever is sreater.
tvtaximlh tteienl of elildin$p: Twenty-five (25).feet.ffisesshhllbesulijecttotheprovisionsunderSection5
R/L/SD -- RESIDENTIAL/LIMITED/SUBURBAN DENSITY
Uses. by rieht: Single-family dwelling and customary accessory uses, including buildings
fo-Efietieffi-r encloiure of animals orfroperty accessory to usebfthe.lot for sin-gle-family
residential purposes and fences, hedges, gardens, walls and similar landscape features;
park.
Uses. conditional: Church, community building, day nursery and school, home occupation,
group home for the elderly. (A. 97-60)
3.03.02
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3.03.03
3.03.04
3.03.05
3.03.06
3.03.07
3.03.08
3.03.09
3.04
3.04.01
3.04.02
3.04.03
3.04.04
3.04.05
3.04.06
Uses. special: Two-family dwelling, row house, studio for conduct of arts and craffs, waterrffi;ffiaments. utiliry lines, util6 substations, guest house, communication facility,
cofoections facility. (A. 8l-145; 81-263; 86-09; 97 -60; 99-025)
Accessorv dwelline unit meeting the standards in Section 5.03.021 for any lot not created
after a public hearing or meetin[ after 7195.
Mass Transit Facility (added 2002-12)
Minimum Lot Arqa: Twenty thousand (20,000) square feet and as further provided under
SupFiemEniaryTegulationi.
Maximum Lot Coveraqe: Twenty-five percent (25%).
Minimum Setback:
(l) Frontyard:(a)arterialstreets:seventy-five(75)feetfromstree_tcenterlineo^rfiffy(50)
ie6,t from hont ioi line, whichever is gr6ater; (b) local streets: fifty (50) feet from street
centerline or twenty-five (25) feet from front lot line, whichever is greater;
(2) Rear yard: Twenty-hve (25) feet from rear lot line;
(3) Side yard: Ten (10) feet from side lot line or one-half (l/2)the height of the principal
building, whichever is greater.
Maximum height of Buildings: Twenty-five (25) feet'
Maxi@ 0.100/1.0 and as turther provided under Supplementary
Additional Rqs!uC!09!!s: All uses shall be subject to the provisions under Section 5
@ns).
R/LruD .- RESIDENTIAL/LIMITEDruRBAN DENSITY
IIses- bv rieht: Sins.le-family dwelling and customary accessory uses; including buildings
EilfrEiiei6r enclolure of animals orbroperty accesSory to use of the lot for single-family
residential purposes and fences, hedbes, gardens, walls and similar landscape features;
park.
Uses. conditional: Church, community building, day nursery and school; row house; home
o&uFilio-n; group home for the elderly (A97-60)
IIses- soecial: Two-familv dwelline. studio for conduct of arts and crafts, water
ffiifiir.tmenG, utility lineslutility subliations, communication facility, corrections facility.
(A. 8l-145: 86-09; 97-60:,99-025)
Mass Transit Facility (added 2002-12)
Minimum Lot Area: Seven thousand five hundred (7,500) square feet and as further
DroviaEa fidEiSupplementary Regulations.
Maximum Lot Cov6raee: Thirry-five percent (35%).
Minimum Setback:
( I ) Front vard: (a) arterial streets: seventy-five (75) feet from street centerline or fifty (50)' ' feet fiom frbnt lot line, whichever is greater; (b) local streets: fifty (50) feet from street
centerline or twenty-five (25) feet fr-om front lot line, whichever is greater;
(2) Rear yard: Twenty-five (25) feet from rear lot line;
r
(3) Sideyard:Ten(10)feetfromsidelotlineorone-half(ll2)theheightoftheprincipal
building, whichever is greater.
Maximum Heisht of Buildines: Twenty-five (25) feet.3.04.07
3.04.08
3.04.09
3.05
3.05.01
3.05.02
3.05.03
3.05.04
3.05.05
3.05.06
3.05.07
3.05.08
3.05.09
3.06
3.06.01
3.06.02
Maximum Floor Area Ratio: 0.2511.0 and as further provided under Supplementary
Minimum Lot Area: Twenty thousand (20,000) square feet and as further provided under
Additional Requirements: All uses shall be subject to the provisions under Section 5
(Supplementary Regulations).
R/G/SD -. RESIDENTIAL/GENERAL/SUBURBAN DENSITY
Uses. by risht: Single-family, two-family and multiple-familV dwellings, boarding and
roomi-nElouse, andtustomaiy accessory uses including buildings for shelter or enclosure
of anim-als or DroDertv accessory to us-e of the lot foi residential purposes and fences,
hedses. eardeni. walls. and simi16r landscape features; park; wholesa[e nursery provided all
nori-ptiit materials and equipment is enclo-sed in a buililing or obscured from sight. (A. 85-
173)
Uses. conditional: Row house; studio for conduct of arts and crafts; home_ occupatign;
EEuffi,rcommunify building, d'ay nursery and school, group home forthe elderly. (A.97-
60)
Uses. special: Mobile home park, water impoundments, utility lines, utility substations,
communiaaiion facility, and Lorrection facifity. (A. 8l-145; 86-09; 97-60;99'025)
Mass Transit Facility (added 2002-12)
S uFp lErn entaryfe gu I ati ons.
Maximum Lot Coverase: Thirty-five percent (35%).
Minimum Setback:
( I ) Front yard: (a) arterial streets: seventy-five (75) feet from street centerline or fifty (50)
leet from front iot line, whichever is greater; (b) local streets: fifty (50) feet from street
centerline or twenty-five (25) feet froi-r front lilt'line, whichever is'greater;
(2) Rear yard: Twenty-five (25) feet from rear lot line;
(3) Side yard: Ten (10) feet from side lot line or one-half (l/2)the height of the principal
building, whichever is greater.
Maximum Heieht of Buildines: Twenty-five (25) feet.
Maximum Floor Area Ratio: 0.2511.0 and as further provided under Supplementarym
Ad-ditional Requirements: All uses shall be subject to the provisions under Section 5
R/GruD -. RESIDENTIAL/GENERALruRBAN DENSITY
Uses. bv risht: Single-family, two-family and mu.ltiple-family dwelling, boarding and
rcomilEfouse, and Eustomary accessory uses including building for shelter or enclosure of
animalior properry accessory to use ofihe lot for residtntial puiposes and fences, hedges,
gardens, whlls'and similar lahdscape features; park.
Uses. conditional: Row house; studio for conduct of arts and craffs; home occupatign;
church-ommunity building, diy nursery and school, group home for the elderly. (A.97 -
60)
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3.06.03
3.06.04
3.06.0s
3.06.06
3.06.07
3.06.08
3.06.09
3.07
3.07.01
Uses. special: Mobile home park; restaurant or retail establishment accessory to principal
iise oTfi-e tot for multiple-family residential purposes; communication facility, correction
facilitv. (A. 97-60)
Mass irinsit Facility (added 2002-12)
Water impoundments, utility lines utility substations. (A. 8l-145; 86-09; 99-025)
Minimum Lot Area: Seven thousand five hundred (7,500) square feet and as further
proviAed fiAdSupplementary Regulations.
Maximum Lot Coverase: Fifty percent (50%).
Minimum Setback:
( I ) Front vard: (a) arterial streets: seventy-five (75) feet from street centerline or fifty (50)
li6t fromhont ioi line, whichever is grriater; (b) local streets: fifty (50) feet tiom street
centerline or twenty-five (25) feet from lot line;
(2) Rear yard: Twenty-five (25) feet from rear lot line;
(3) Side yard: Ten (10) feet from side lot line or one-half (l/2)the height of the principal
building, whichever is greater.
Maximum Heieht of Buildines: Twenty-five (25) feet.
Maximum lElpotlrca-Rat!-o: 0.50/l .0 and as further provided under Supplementary
the provisions under Section 5Additional RequirenLent$ All uses shall be subject to
@ns).
C/L -- COMMERCIAL/LIMITED
Uses. bv risht: Sinele-family, two-family and multiple-family dwelling, and customary
AEGsso-ilGes inclidine buildine for shelter or enclosure of animals or property accessgry
io use of ttre lot for resTdential i'urposes and fences, hedges, gardens, walls and similar
6ra;;rp" feutute.; park; boardihg ind rooming house; hotel, motel, lodge;
Church, community building, day nursery and school; auditorium, public building for
adminidtration, frat-ernal lodfe, art gallery, museum, library;
Hospital, clinic, nursing or convalescents home; group home for the elderly. (A. 97-60)
Office for conduct ofbusiness or profession, studio for conduct ofarts and crafts, provided
all activity is conducted within a building;
Commercial establishments, as listed below, provided the following requirements are
observed;
(l) All fabrication, service and repair operations are conducted within a building;
(2) All storage of materials shall be within a building or obscured by a fence;
(3) All loading and unloading of vehicles is conducted on private property;
(a) No dust, noise, glares or vibration is projected beyond the lot;
Wholesale and retail establishment including sale of food, beverages., dry goods.,.furniture,
appliances, automotive and vehicular equipment, hardware, clothlng, moblle homes,
Exhibit 29t
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4.01
Section 4.00
Planned Unit DeveloPments
Definitions
4.01.01 Common OPen SPace
4.01.02
4.01.03
4.01.04
4.01.05
Purposes and Objectives of Development
Scope
Consistency With the Master/Cornprehen sive Plan
Relationship to Zoning and Subdivision
4.05.01 Applicability to PUDs
4.05.02 Wdver or niodification of specification
lnternal Compatibility of Planned Unit Developments
Standards and Requirements
4.O7.Ol Approval of PUD rezoning
4.07.02 Olf-street parking spaces
4.07.03 Site plan criteria
4.07.04 Maximum height of buildings
4.07.05 Lot areas and setback restnctrons
4.07.06 Residential densitY
4.07.07 Minimum a$eage
4.07.08 Uses permitted
4.07.09 Common open sPace
4.07.10 Time-shareTfractionali.Oi'ji Fi"di"gJ ofthe PUD Development Regulations Section
4.07.12 Purpose
4.07.13 General
4.07.14 Definistions
4 07.15 Reouirernents
+OZ.fi.Ot-foi Lands Designated High Densitv Residential
+.oi.isn For l-an-dJ-trith -A"f Land iJse Designation Other Than High Density
Residentiala.iir.li.itt Computation of Required Affordable Housing Units and Mix of Housing
Units
+.fji.iS.O+ pUD Amendment Requests Subject To These Regulahons
PUD Processing
4.08.01 Review of applications 4 qq qt Appliqtio.n requirements
+.OS.Oi Application process 4.08.06 Use prior to approval
4.08.03 PUD plan
4.08.04 Use aird occupancy restrictions
Development in Stages
4.09.01 Time limits
4.09.02 Late application
4.09.03 Failureio proceed to a subsequent stage
Plan 4.01.06 D-ensitY
iriinnea Unit Development 4.01.07 Fractional Ownership Interest
Co.nr""ni.*entofDevelopment 4.01'08 Ownership
Contiguous
4.02
4.03
4.04
4.05
4.06
4.07
4.08
4.09
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4.r2
4.14
4.09.04 Nonresidential uses
4.09.05 Developmelrt & Construction
Maintenance of Comrnon Open Space
Fee
Enforcernent and Modification of Provisions of the Plan
4.12.01 Common Open Space
4.12.02 Enforcement of provisions
4.12.03 Modifications of provisions
4.12.04 Rernoval of riehts to enforce
4.12.05 Independent o-r Outside Legal and/or Technical Expertise
Garfield County Affordable Housing Guidelines
4.14.01 Renting, Purchasing, or Selling Affordable Housing Units-Qualifications to Rent or to
Purchase Affordable Housins Units
4.14.02 Qualificaions to Reside in ai effordaUle HousingUnit
4.14.03 Fiow to Qualit for Affordable Housing Unit (Rental or^P.l.q!^-")
4.14.04 Procedurds foilnitial Purchase and for Resale of an Affordable Housing Unit
4.14.05 Execution of Deed Restrictions by Applicants
4.14.06 Priorities for Persons Desiring to Purchase an Affordable Housing Unit
4.14.07 Maximum Vacancv of an Affordable Housing Unit for Rent
4.14.08 Leave of Absence for Owners of an Affordab-le Housing Unit
4-14-09 Roommates
4.14.L0 Soecial Review for 4 to 6 Bedroorn Units
4 14.11 dievance Procedures
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4.01
PLANNED LINIT DEVELOPMENTS
DEFINITION
As used in this planned Unit Developmelt Section (hereafter "section") the following
o"-firritions shall apply" unless the contexl otherwise requrres:
ffi :h"Jrffi:T"{ffih?:i.:?f*,:ff lii,fl :ft 1ffi #,ry-UfmT
iill "i-J,il,iffi?ri"i-ririo"ots,
occupants arid o*ners oTthe Plsnned Unit Development'
Categories of open space are defined as tbllows:
( l) ljseable oDen spacet Any lmd retailred in an open rnanner hEviltg avel'a$e slope of
)S"ZoiiesfiEoGE*ntire parcel, or is an existng or proposed agnculrural area;
(2)Recreational open spage: -Any open space land tobe developed into an area or aleas
for orc,anized or unorg;;-ized re6reitiondl activities,. ex-amqles.-would include, buL are not
if"i;eil1;;riiil&;iftl;fi; ilia', p.tt, basebatVsohball diamonds. or similar uses:
[?]ffi .H.,ifl Bt:fl :E"ffi ,1fi::.t1*,l;,g;t"liffi l,T,ToTffi :i,:l
firrtJ;;;;df """ri.i *atur ski lakes, horie riding facilities, or similar uses;
(4) Limited use open space: Any land to be retained as open space that has an average slope
graatETan 25o/;. (A. 97- I 09)
Plan: The provisions for development of a Planned-Unit.Development which mav include,
ffi"""d"r6',"b"]iil;i"a to easements, "or"ruo?tlra."stritiort
t?,lating to use, lo6ation and
bulk of buildinet -i*oit"-'lm"t"ri.: *i"*iiy;auseoi aenslty old":1':Pp:"*iq'-'i"t
;il";t. *a puLii. rteiis,-ways, roads, pedestrian areas and par\ing facilittes,,Llpen-S-pace
#'.i;,ffi';,ibil;;;iti,i;i ;pi"rl-i"-* 6ath;pi*" me2ns thli wrift;n and graphid materials
oi"o"a tri U mis definition. (A. 97-109)
Plan{red Unit DeYeloprnent: (hereinafter a PUD): Shall mean.1:'"^q1",-q1::1,:flflf o'
contrguous parcers "fffi;a;;E.;rfncie"t to accommodate an integrallv planned
envilonmen,, "oroori.a6, rii,gf*l*a"*r-;;by ugr"rp.olt*downers, tlo Ue a&etopea
as a unified ptan for fi;;ffib;i'"",iii*."irys units, i,oriorefcial, educationai, recreational or
indusrial uses, or d;;[il;gr "lttrii"?"g;inL- The Plan for which does not correspond
in lot size, bulk or Ub?Jf ,;;;';ffity,J;il&."Tigf. qp^in space or otler restriction to the
existing land use regulations and zone dlstnct' \A' v t - tvv )
Anv reference to a PllD shall be assumed to include reference to a TPIID as well' where
iplilicaUte, wlether or not "TPUD" is written'
Transit Area Planned unit Development: (hereinafter aTPUD) Shall mean a single parcel
ottalla - "ontig,ro*
p*""tt ot-trrrd meetihg the above delinition of a "Planned Unit
Developrnent" and wtrich also is located within 2000 feet of a planned or developed mass
fiansit terminal or station which has been approved pursuant to $ 5 ' 1 I of these regulations'
If any portion of a property or parcel contained within a PUD is within 2000 feet of a
ptaonei or developed mass tansit station or terminal the entire property, parcel or PUD
shall be deemed to be included within a TPUD'
A "planned" mass transit tenlinal or station, is herein defined as a facility identified in a
bonafide and endorsed conceptual planning process by an agency or authority with le.gal
standing to undertake alternaiives analysis and conceptual design, and where that facility
has prolessed to the preferred or selected alternative for preliminary design, and where it
4.01.01
4.01.02
4.01.03
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can be reasonably assumed that such facility will be built within 20 years. The 2000 foot
radius, where the facilitv is not yet in place or designed, shall be deemed to be from the
center point of a probable location. Where there may be several probable locations in a
given are4 the Applicant may show such alternatives and accormnodate those in the
-onceptual design and Sketch Plan of a TPLID in consultation with the board and to assist
in review by a Mass Transit Agency. (added 2002-12)
Comrnencement of Developmgrl!: . .Approval of a Final Plat and colrrnencelnent of
visiori -lmprovements Agreement. (A. 97-I09)
Contisuous: When applied to parcels of land, shall mean the lands have a cornmon border
;ffiAioilach othei 6n at least one cornmon property boundary, for a minimum of tbqry
t:ol .ati* _
roi it " purposes of this definition, ^a p-ullic righl-9IYry=Pl;1".i1?tl"tl1].l:
L"rIriAl""O " ;";"6;;;;rv boundarv for proirerties siparated only by right-of-w-a
easement. (A. 97-109) Configiriry, for purposes of creating a TPUD,cannot be ganed Ieasement. (A.97-109)easement. (A. 97-109) Contiguity, tbr purposes ot creatt{rg a
common bbundary #ttr a fiiq4 e-"14i yay qlo.qe . ACqU,S
terrrrinal or statiod urust be withiri2000 fee1. (added 2002-12)
rated onlv bv ne.ht-ol-wav or
TPUD cinn'crt bi gained 6y a
iffi",i-U[;day #tt u niq4'g-"14".1*iV qlo.".e. ACqU,Sa or developed mass transit
terrrrinal or statiod urust be withiri2000 fee1. (added 2002-12)
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4.01.0s
4.01.06
4.01.07
4.01.08
4.02
4.03
4.04
Densiw: The overall average residential density shall be calculated by summing the number
ffiffientiJa*etii"g unitiplanned within theboundary ofth.e PUD q$ dilding bythe total
gros *"a expressed"in acrds, within the boundary of the PUD. (A. 97-109)
Fractional Ownership lnterest, Any type otshared-ownership or leaseback of a structure
iffial occupaincy that results in occuiancy shares being allotted for
a designated period of time. (A. 97-109)
Ownership: Demonstration of ownership shall be constituted by current wlitten_proof ofwho
ffitiwuota'titletoallofthefand(s)depictedonany.platorplanfi1ed.withF.
d"""-t". ;itl.r'thtmirimum proof of ownership cirnsisring of a title report issued by a title
"-o-odri" uutt orir"a to conduct busiless in the State of C-olorado. Thi: title report shall be
[irJA ,it t *"ilthr" fifteen ( 1 5) days prior to the date of submittal ofthe PU-D application. lf
the land is owned by a corpbratroi oi similar legal entiry, that designates^an tndtvtdual or
;iitr i; u"i i" tt " fomoritlon's or similar legal entity behalf, a prbof of agency shall be
il;ir;A ana-Consisrof'a Corporate Resolutioi, or sirrrilar legal document, dtsigrrating the
i;ai"ia;rl ;6tit to act as'asent. The application must 6e signed by an ofHcer of the
Co-oiution oi t"efu entity and"certified by itie Secretary of the Corporaiiorl or officer of a
simitar legal entit!. (A. 97-lo9)
PURPOSES AND OBJECTIVES OF DEVELOPMENT
The oumose of aPUD is to permit greater design flexibitity and, consequently, more,creative
and imaeinative desigr ior itevelopment than generally possible under conventional zontng
;A;bEMii* r"s;lutionr. It is- intended tfi'at PUDs-shall be planned to insure general
".i"i".-rt".
- bath j" substance and location, w.ith the goal6 and obiectives of the
-iitii7t"#pr.tEnsire plan through integrated development. (A. 97-109) The purpose of a
TPUD is m6re tully sef out in $5.11. (added 2002-12)
SCOPE
Applications for Planned Unit Development zoning may be made for land located in any
zoning district.
CONSISTENCY WITH THE IVIASTER/COMPREFIENSIVE PLAN
No PUD or TPUD shall be approved unless it is found by the County Commissioners to be in
eeneral conformity with the County's Master/Comprehensive plan(s). Whelt applopnate, an
X"rjti*t,", f"i an'amendment to the Garfield County Master/Comprehensive Plan may be
,iid;; ;"rt oi a PUD application. Any applicdtion for Mastbr/Comprehensive Plan
amendmeirt must be approv-ed by the Planning Comrnission, prior to lts recornmendatlon on
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4.05
4.05.01
4.05.02
4.06
sewage
the PUD applicatio-r, and may occur aJ the same meeting. Applications for Compr.ehensive
plan arnendnent srrii Intii,tJlmtiri*ti* fo. the ar"ne,drilent based upon criteria for
e stabl i sh i n g r an d u se j:.ifi 'J,;;i H"^.ii;;i * Ii. iv-*i.ric omp reh e n si v e plan. ( A. 97 - I 0 9)
(added 2oi2-12:TPUD)
RELATIONSHIP TO ZONING AND SUBDIVISION
The Garfield countv Subdivision Regulations, as the salne mav be from time to time
arnended, and the p.orriiinioith" Z;fig R;tolrhd,it th" totn. *av be from time to time
amended, shall be "pliri""ir" ;;' pLlD; I;;ffi .;i;;id Regulationi and Resolution are
consistent with this gil;';i;ith *y tFcific-zoning-or.subdi'ision-requirements
approved by tf," Co*"ti"io'.r#rii"r"it ,t it . fi,," Jroning"or plattinp, the PUD in question'
To the exent u,ut .rfihiiffi;;;;;-a Rmotuii-o, *" inconiistelnt herJwith- thw shdl notbe
appticable and rlre p';';rffi;-#;ilJ;;;ti1ilAi4 -ry$i ;ipi"t to rPUDi, supplernerrtarv
i5i, riliiit Ti J i- i f ina t control. ( am ende d 2002 - t 2)
It is recoenized that the uniqueness of each^proposal fo1 q-!t/D and TPUD reouires that the
"['i[".:Hffi,".ffiiiq':.1"1;A;il;#:.,$ii1f,:.i;llfl1";i';;,,:'.1ilil0ii*'Jltlf$[:
;ff"1iTfi.Jli;";."if;"S;.6.il'iifii,'"iil+i,iitii*, ";rl.. q,"T=r.:i*:**IL'*,1":Iq::
lffi"tx,gf; :tft ilJt':ffi #l,Us,f#|fr ",r$r:"-ry.t$Hirtli-'":E^:1ift13$ffA"oli1iffi:l?iT;,";,?;;'#i,'H;"bi*iT; ,"oaifriuti.i,i dom the-specincations,
ilt?d[H;;fi #:#,iJ.l;;d1''r8r'l;illo1yllllt:ryt33o:'.f l*I1F"9:i:y"PIiir€L$t";-jirl?"#n? airoi",s. The co""ty'-_o--iiiione.s".*ay, at the time of zoningas a
nrm ^-r.r-DTTr\ .,,-i,ra ^' mnriifiy ttr" "r,."i-fi-c"tlona- standards and requirementS which'itilX'i"r$"ffi ,'Y;li;;;;;;d,6;th;;r6"I1i-;ti;;,-;664;*9ryq:':n:*'^Il*;,:iid$;"in'#;i;J#ffibfiXia.iil;"d by1i,.-efpfi;*t-Any *aiver 6r modification of
snecificarions. standarvcls;;;dr#;;ts *itt *ivb" ipproueil if it can be dernonstrated;;ffi ;;*r;;: ;ii;,6'd; a"a ieqri'"men ts will onlv be appl
that the proposed waiver(s) is consistent wlth "bqs^t.e|8meen ices^" as recotrunended
i{**}:{{::l*,x,mtyJf "'StHEllx'B;-',"rTf t#*","ilt*/o'3i:1iT"'^ffil';,is;'";; *tI-Ji di the countv' (A' e7-l0e) (
INTERNAL COMPATIBILITY OF PLANNED I-INIT DEVELOPMENTS
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4.07.01
4.07.02
4.0'/.03
It is recognized that certain individual land uses., I"gTdlpLt-91$lt adherence to all the
,lesie.u elernents pro*i,f iililrlj[E rui, nrig]rt n6t exist ^conrpatiblv with one atotlter.
ii'Jr%ffi;5ffiil;;;d'piiD'#ri;irD-;ir'Jiu.-"*iia"'ed from'the n6int of view of the
relationship -o "o,r,puti"biity "i nr. iiipi["Jlit].1*"'tt oi itt" pt'an and no PUD or
T'UD shall be uppr'oitt'#tr;it iliqq"-ii."*piiiUt" eiements internally or with
,.iEf,Uo.i"g piopeity. (amended 2002-12)
STANDARDS AND REQUIREMENTS
The Counw Commissioners may approve a proposed PUD rezoning u'pon q n"Ary S1;l
,I,tfi il'ffiir#'ihfiffi;;;; ofihiiiection indrvill meet the standards and requrrements
set forih in this .".ii'#"'X'TpuD";ffi';;';;.i CI".."agitional stanitards and
reouirements set forttr'ii'it "
i"ppfit*ntu.y i'Lgo "tlons
found in $5' 1 I of this resolution'
(arirended 2002-12)
The number of off-street parking spaces. for each use in each PUD shall not be less than
,h"";*ffi;*.ils- ib, fd" usei in otf,", ionine districts, exceDt that the Countv
commissioners may ;"&#;".i"*itr,"iJquir-.4 nurnbei of osst'eet parking spaces
i"-io"iiaoutlon of the following factors:
(1) Estimated number of cars owned by occuparrts of dwellings in the PUD;
(2) Parking needs of non-dwelling uses;
(3) Varying time periods ofuse wheneverjoint use of cotnmon parting areas is proposed'
The PUD shall meet the following site plan critgria unless the applicant can demonstrate
that one (l) or -or.'ofiii"-1.'"of ippfiiaUie or that a praiticat solution has been
otherwise achieved:
(1) The PUD shall have an appropriate relationship to the surrounding are4 with
l,iildil"i1! IarJ[], ;tr;;;r-tff" sirno*nding area being minimized.
(2) The PUD shall pro'i,i-de an adequate internal street circulation svstem designed forthe
tlpe of traffi" g.r"r'#Ol;qftty,Edatio, tom tiving areas, convenience and access'
Private internal streets may be permitted, pitG[6a tn"r[-qi9t1ui" access for oolice and fire
orotection is,na,r,tairiJii:ffii;1";;ffi'"';i"li*dp;;iJ"dfb' when the site is used for
iesidential PurPoses.
(3) The PUD shall provide parking areas-adequate in terms oflocation, area, circulation'
iafety, convenience, s€paratlon and screenmg'
(4) The PUD shall provide common open Space ldgquate in terms of location, area and
irbe of the co,,,*oii6l;:;;;;;;'i"-i"'iot of tr,J i1..p permitted in the PUD' The
ililbh "ii r*l; i;idffi ud pre i erv ati on o f tt "
n atural fe a'ture s o f th e terrain.
(5) The PUD shall provide for variety in housing types and densities, other facilities and
C6mmon OPen SPace'
(6)ThePUDshallprovideadequateprivarybetweendwellingunits.
(7) The PUD sh.all provide pedestnan ways adequate in.terms of safety, separation,
ionvenience, * a ut J.i't" -p,ii rit "i a;stindti on anb attractiven ess'
(8) If centralized water and/or wastewater facilities are proposed within the PUD' they
i['Af ^Ui'pi.-ria"a for in a separate utiiiw ,one district that shall contain its own
performance r**il. ii" f*t*t"i',ili;; rhtiw ione district shall apply toward.any
category or open ,i;; ;-.;dtlon oir"q,iirement. The PUD shall dernonstrate horv
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4.07.06
cormnon water and wastewater facilities will be controlled or governed by the future
ownels within the PUD. (A. 97-109)
(9) Any disturbance of slopes in excess.of40%, shall be the minimutn necessary to meet
the development neeos, *iit u..r"getation and geotechnical plan submitted with the PUD
application. (A. 97-1 09)
l0) If communitv facilities are proposed to be contained or allowed in the PUD, the
i"iriii^,i"il".'fi;i'dir;;;;h, oi 'it,^ri entity shall be responsible for the provision of and
;X{#:ili"ril,:ihil;;",1'i"i"iritiJi.'Tr," i"Aiiil"* ir,uiii* u. included within the overall
$#ilil il#.,{r;,il;i"q^r""iiii"r -of
tttJ pUo, to include water, wastervater and parking
requirements. (A. 97-109)
The maximum height of builtlings may beincreasecl above lhe maximum oermitted for
like buildings in other";;;;aGf;;"rc i" .Ariio, 6 fli; fono*ing charactelristics of the
proposed building:
(1) It's geographical location;
(2) The probable effect on surrounding slopes and mountainous terrain;
(3) Unreasonable adverse visual effect on adjacent sites or other areas in the immediate
vicinity;
(4) potential problems for adjacent sites caused by shadows, loss of air circulation or loss
of view;
(5) Influence on the general vicinity, with regard to extreme contrast, vistas and open
space; and
(6) Uses within the proposed building-
(7) Development supporrive of mass transit operations in a TPUD. (added 2002-12)
The maximgrr lot areas and the minimum setback restrictions maybe decreased below and
the maximum tot "oriil" miybe increased algye those appliiable to like buildingsin
;h;;;;A;r'iCts to "J.?rr"rilauGipJ"inc
building trnes wiilr unusual orientation onthe
i#;;"r;fi,i*rtilp 6;M;iltula*et The are.aging^of lot argq shaJl,bg P,",llrry9^19
nrovide flexibiliW in desien and to relate lot size to topography, but each lot shall contaln
""i, #IJpt"-6i" ilitd-t;ift. The clustering of devel<ipmerit with useable common open
;#".Hii[:.-r""ffi"'a to encouage proviiion for, an^cl access to, ggrr.Imolr open areas and
t"-;;;;.t'aoO utility constnrcEoir and mairtenance costs. Such clustenlg 1l al,lo
ir,terrd"d to accorrunodaie contemporary building types-ryhich are 1ot lP4?99 rndtvtdually
on their own lots but share common side walls, combrned seruce lactlltles or surular
;;hi1-""t*.1 i*orumni, *titt ei"i not providing-for separate ownership of land and
buildines. Architectural style of buildings shall not be a basts tor denyng approval oI a
PtfD ffilication.
The overall residential density shall be rlo greater than twq(2) dwelli
,.re .vithin the PI TI)' nroviderl however- that the CounW Uomrrussloi
ing units p91Eoss
iiil i^;lffi tto pUp; do-rld;i{ ffi*grg, fi1, the.County Commissiondt-tplt:.:*
,".ieasJio a maximum of fifteen (15) dwelling units per grgs.s acre rn areas \ll:ie ql?I^!
;J;ahd sewer systems, gwn-ed 1n-d-
district (as defined bv Section 32-l-ll
;r,t."'r.' ii*ii,i ;J;p;;Ed b/ i mfrn i crpgl s o ve.rnm en t 9r. speci al
by Section 3 2- I - I 03(20), C. R. S. ) are readtlv _ayfl l19l:,fl I 11:fi::
rdd operated by a municipal govetnment or speclal
-tOi(20;,.q.R.S ) are readily available,and thq-qri91district (asffiffi;fi.;i{iil;r'hri"*i[i.rta"riia hliiiities gr.iater than two (2.) dvelling.uniti per' :ased densities shall nevertheless comply wtth tJIe maxrmum lotgross acre, Sucn rncr€ , , ^- 6-^- ^-^^ -^i^ .-^*;-,,'- L.,,;l.tino hpioht qnd5r uJ) .wr !'
='=" "'- ;6;k;;;;,rx figq g:ryllo,#=:H, b:ilgg l::*:-ticoverage, mlnlm-um sr
IXlli,iF";,L1t"l',ii 6r*'i.r,'ri.ioi;;G ".,i;.,fi;;ti;. rl,t o"q'qtt averagE residential
'd;.itith"tf ui -"tCututqd t&-*gr"Pg.thq.nuTber ofresiden-tial d-l^tl]lqglT YIT::gts plannedhensitishall be calculated by surruning the number ol'resldentlal du'ellmg unlts Planneo
;;t[iri th; b"undary' of the PUD and dividing by the total gross area expressed m acres
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within the boundary of the PUD. The density of dwelling units irr T{P*i::tE T:.1T:Ib;;;;t,;; ttian the'rnaxirnunr pennitted fo1-a like use irt otlter zone disbrcts. Averagtttg
Htr}[i;f;ffi;';i;'#ti;;';'i-th* tht pUD shalt be allowed upon 3 showing.of
rrPffi t?;it"r$#*;i:l-*i:ti"i":H:*ir'Hsl,'T:?f :i',3ttf;-H':fl
97 - I 09) (amen ded 2002 -12)
where the application is a TPtlD, and show-ing.of conformance with the oumoses of this
se*ion is deemed upprfplir'""u;ih;^;"il,'lffitations set onpreviously ioned den1i119!
;il;;'il" dyglig,siiliti pii.g-s' acre mav be removed andthe T3|f#;;t"X,fl:",ff::hi Jl;.' ;;";iii' o,ii.,tt.i'and" exceed stanilard b.q14+g . 191*J$ilifi;'h;;ir. il;";i,ii;d;;'iy;i;;i;t*o*o' 'p.cified
rn"4.0zI4ere considered' Special
il;;ffi ;raibEeri;,i;]tfi ;;i;fr ;"#t1;JH'Sf;ffi lXXitp?-;i",tl;;"Uh';;;;;;iJ -Rtty p.oiosal requestilig adensft'
2000 feet of a oroDosed or itevelop.d **. trlll"siiriuiion ot ii*lrit sh"all provide l0%
ffiftffi";ff"iar5r" ii,r"iiil;*dffi ffidy Ar;; G", u totut of 20%) with those units
beine within 2000 t-eet of the proposed statr6n orterminal, even thougli previous zoning
;iiilf"ii[-*?i;t l;;;i ;i;;;;it%i tt o'. a*"rop{g!!s wittrin 2000-feet' rhe intent of
this section of the nesoiiri"iilJt" p"rr*ifith tlrl, pup allowance of increas.ed density
nrovided that lOYo "fil;;r".i,;;;i ;;il. il;ff.tdable units, and an additional increased
ffi.iry.;ffi. ir.i.i."a d"nilty is proximate to and supporti a transit station or terminaf
ili ,hA iiisti;J;;,.6;;itiil i dod t""t oiit. transit itlation_or terminal. .rhe applicant
*[:l:[x3i:l".."rlt*l*m:r}j:"*mu*3dr::iff r;:r,":l1Bs:;i'o.ffii
109) (ameniled 2oo2-12)
The minimum number of acres that may comprise a PUD is two (2) acres'
All uses, which are permitted in the underlying zone distict or consistent with the land use
desisrations i" tt"'^C6.Eai.riii"6-pdn.'or approved as an arnendment to the
b""#i:ffi:i#piui,;;r'ilp;"-ttla in PUDs' (A' e5-043, A' e7-10e)
The uses. which shall be permitted in any particular PUD shall be those permitted by the
resolution zoning the particular area PUD'
Twenty-five percent (zlo/o) of the tolal area within the boun$ar.v of anv PUD shall be
devoted to Common'Op"i 5p;;;
-- Nd*t"- tt * i*enty-fi,e perceit (25o/o) of the
Common Open Spaci ifat Udan areaof *aieiclassified as comm'ercial open space' Of
the 25%o op", .pu."';a[i,;&-*1tlrin pUOs, no.more. than 40% of the Z5oto total
;il;"d" Jd"fTUJiirrrteduse open space, with the balance being retained as one or more
;iih;;;ri"i[;d;p";;;;i.s;4. ii'ted above. Providedhowever, that the Counql
Commission"r, *uyi"tiJJ;;i,1;q;iffirt irtney find that such decrease is warranted
bv the desisn of -a'ir1'" r*"*,t,;;-;? feat"ro in6orporated into the Plan,-and that the
;Ld;;l[3'#6;;;ith; PUD fbi bo.r-o', operiSpace can be met in the proposed
PLID. (A. 97-109)
If anv zone district within the PUD is proposed to contain time-share or fractional
:m,Jry,r"u1il:x*f ,',u:fl 'T'ff
t#J"*igii[:E:"H:liHi::i'""T]:TtiE
property is zoned PUD.
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4.07.09
4.07.10
4.07.\t : (2001-aa)
It is essential and necessary for the preservation and for the maintenance of the health'
welfare, safety, and quality of tife in Garfield county to ensure the provision of
affordable housi,g, whicli,ritigates tlte irnpact of trew developntent. Recogrizi.g that
new development gsnerates additional anployment needs, and being consistent with a
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4.07.12
4.07.13
4.07.14
desire to have new development mitigate impacts aftributable to such development' the
Countv finds it necessar,v io require niw_development to provide. affordable housing'
ffouri"g must be affordabte to the local labor force in order for the local econorny to
,emain stable and to grow in a healthy manner' (amended 2002-12)
Pumose:
The purpose of this Section is to implement through regulation the Housing Goals'
Objectives. policies. -J frogru*t if tn" Garfield County Comprehensive Plan for
Stoay erea One including thI foilo*irrg statement: "To provide all types of housing
that ensures current and irture residents equitable housing opportunities which are
designed to provide *i", "m"i"rt residential structures that are cornpatible with and
that protect the natural environment"'
The Garfield County land use review process will consider the housing needs of all
economic segments of the cotrununity, and will assure that the i-rnpacts of new
development will be mitigated, to the extent feasible, to assure an adequate affordable
housing supply ir, tt e Coir,tv. While the County recognizes that affordable housing is
*ort alr"uute in or adjacent to towns, new developments throughout the
unincorporated cor*ty-are creating demands for workers in construction' maintenance'
services, and retail sales'
This Section applies to all Planned Unit Development applications, which include
residential development in the Garfield county comprehensive Plan's Study Area, l'
Definitions:
For purposes of this section of the Zoning Resolution reguiations, a{Iordable housing is
defined as resident-occupied housing uniis, the sale or rental of which units have been
limited to specific ,"g*"rt, of the market with permanent affordability insured through
appreciation rates controlled by deed restriction or anothff legally-binding mechanism
approved by the County Commission'
For the purpose of this section of the Zoning Resolution, unil i1.{Sfined as a building
used for residential occupancy which meets current county Building code, not
classified as a mobile home, and which contains one (1) complete kitchen, at least one
(1)completebathroom,atleastone(l)livingare4andfromone(1)tosix(6)bedrooms
*t i"f, is to be o"cupi"d by a single iu-ity fiving inaependently of any other family'
(1) Eligibilitv - Affordable housing units will be rnade available to ful|-time residents
and/or employees in Garfield co*ty who have a cumulative net worth, minus qualified
retirement assets, not in excess of Si00,000.00 and who satisfy the income criteria set
forth in the Garfield county Affordable Housing Guidelines. A fulItime resident is one
w-ho will live at least ien rroo,frt ayear in the affordable rurit. A full tirne employee is
4.07.t5
4.07.1s.01
4.07.t5.02
one who works or will work at least 32 hours per week for a Garfield County based
employment source. A person who has been recruited to work for a Garfeld County
baied Lmployrrent sourie must produce el"idence of an offer of future employment'
Priority will be given to Garfield County employees'
(2) Resale - The resale of affordable housing units will not exceed the pulchase price
prut trr" value of capital improvements authorized by the Housing Authority and the
annual percentage increase in the annual Denver/ Boulder Urban Wage Earners CPI or
3%, whichever ii less. Affordable housing units will have a deed restriction carried
*ith tle title, which will regulate future sales to qualified residents who meet residency
requirements, asset limitations, and appreciation rates'
(3) Managemant - Ongoing management of the deed restrictions will be administered by
tfr" C*n"fa County Horrsit g Authority, or another approved housing agency, according
to an agreement brought forward by the applicant and approved by the County
Commission. That agleement will also stipulate the means of determining the allocation
of units, any proposed fees tO fu1d the management agreenlent, and any other necessary
terms. The agreement will be adopted as part of the final plat. The County will
maintain a liJ of approved housing agencies in the Plaruring Director's office.
Requfuements:
ln order to fuIfill the goals of the cornprehensive Plan while directing growth into the
areas clesignated in that plan, requirements will be based on the Proposed Land Use
Districts from the Comprehensive Plan.
For Lands Desisnated Higfi Densitv Residential:
(1) Planned Unit Developments - All Planned Unit Development proposals, and
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planned Unit Development ,{mendment requests rvhich results in an increase in density,
must provide that at least i0% of the housing mix are affordable-housing units'
Providing 10% affordable housing units will not, by itself, be sufficient to fulfiII the
HjD req-uirement for a variety ofhousing types and densities [Section 4.07.03(5)].
(2) Off-site - Given that these lands have been planned for two or less acres per
dwelling unit, these are the locations most suited for affordable housing' Off-site
propori, wili only be approved by the County Commissioners if the applicant can
demonstrate circumstancis that would justifu an off-site option. In any eveng the
applicant must show that affordable housing units meet the requirements of these
reiutations and the Garfield County Affordable Housing Guidelines. and that these
hJusing units vi.ill actually be built in Study AIea 1. No cash-in-lieu payment will be
accepted.
(1) Planned Unit Developments - All Planned Unit Development proposals, and Planned
iJnit Derelopment Amendment requests which results in an increase in density, must
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provide that at least 10% of the housing mix are affordable housing units. Providing 10%
affordable housing units will not, by itselt be suflicient to fulfill the PUD requirement for
a mix of housing.
(2) Oflsite - Given that these lands have been planned for low density, these are not
always the best locations for aIfordable housing. At the applicant's request, Gar'field
County will consider off-site affordable housing. The applicant must show that affordable
housing meets the requirernents of these regulations and the Garfield County Affordable
Housing Guidelines, and that these housing units will actually be built in Study Alea 1.
No cash in lieu payment will be accepted.
(3) Standards - ln accordance with the above stated policy, if the applicant proposes to
utilize off-site alfordable housing, all proposals for the location of off-site affordable
housing units shall, at the time of Preliminary Plan, be required to demonstrate to the
satisfaction of Garfield County that:
(a) the proposed off-site affordable housing units are located at a site, which is
within the boundaries of an incorporated town or municipality, which is:
(i) sbrviced by publicly owned and publicly rnaintained water, sewer, and
utility infrastrucrure; and
(ii) situated in close proximity or offer the oppornrniry for public transit
to, the commercial, retail, or business centers of said town or
municipality.
(b) if the applicant proposes to utilize off-site affordable housing and
demonstrates that such housing carmot be located within a municipality or town,
then the following shall apply:
(i) be located within azone district allowing greater densities and a
greater varietv of housing types, which densities and housing tvpes shall
be consistent with the location, the construction, and the maintenance of
affordable housing units, when compared to the land which is the subject
of the requested Re-zoning or PUD; and
(ii) be on the whole located substantially closer in proximity to the
following categories of facilities and amenities, when compared to the
project parcel: public schools; commercial or retail centers; community
or public recreational parks and activities; hospital and health care
facilities; professional services; and public sen'ices, including fire, police,
and emergency services;
(iii) be serviced by centralized domestic water and sewer systems at a
cost which Garfield County shall determine is consistent with the
definition of affordability herein; and
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4.07, 1 5 .03
(iv) not be subject to any special assessments or charges for the upkeep
of conrnunity iacilities or amenities, which Garfield County determines,
isinconsistentwiththedefinitionofaffordabilityherein.
(c) the applicant proposing ossite affordable housing units must submit, with the
iielimrnary Plan appiication to subdivide, evidence that the developer has:
(i) cornpleted all preliminary site design and planning;
(ii) submitted for preliminary plan review the development design
proposal; and
. (ii| provided all forms of deed restrictions on both the lots and their
units.
(d) At the time of Preliminary Plan, and consistent with the provisions set forth in
Sections 4.07.15.03 and 5.09.05.03, all proposals for the location and the
construction of oflsite affordable housing units shall contair a method or a
procedure acceptable to the County to ensure that the prcposed off-site affordable
to"ri"g ,rrits ire available for sale or for rental pro rata with the sale or the rental of
the lots contained within the project parcel. Said proportion of affordable housing
units to the project parcel units shall be determined in accordance rvith the formulas
set forttr in Section 4.07.15.01 and 5'09.05'01'
(l) Dete,rmination of Number of Units - To comply with the requirement to provide the
ubor. p"r..rtages of affordable housing units, the applicallt shall rnultiply the nurnber of
affordable unitirequire dby 2.6 (the average number of persons in a household) and divide
the result by 1.5 (the U. S. Department of Housing and Urban Development criteria of
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persons peibedroomy. The figure derived from this formula shail be the minimtun nutnber
ff U"arot*., which the appliclant must build, in affordable housing units. The mixof
housing types will be decided by the applicant. Any proposal for a unit with more than 3
tedroomi may be approved, but only after a special review to determine a need.
(2) Determination of the Mix of units - The mix of affordable housing units for purchase
.hu[ ur".uge a price atlbrdable to households at 807o of the Area Median Income (AMI)' as
determineJby the u.s. Department of Housing and urban Development (HUD) and
published annually. The ifordable price will be calculated based on principal, interest,
ia*es, insurance, and homeowner asiociation dues not to exceed 33% of gross household
ircome. The calculation will assume ag5Yoloan-to-value, 30-year mortgage at prevailing
interest rates. The average may be achieved by providing units affordable to households
between gl% and |ZOX of *re AMI in combination with units affordable to households
between 60% and 80% of the AM.
(3) Affordable Housing for Rent - The mix of affordable housing types may be satisfied by
affordable housing for rent if the entity managing the property has an interest in the property'
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The affordable housing for rent shall have gross rents (rents plus utilities) not to exceed 30%
oigro* household income. The total affordable housing units provided must average a rent
affordable to households at 80% of the AMI as detennined by the departrnent of HUD and
published annually. The average may be achieved by providing units affordable to households
between g1% and 100% of the AMI in combination with units alfordable to households
below 80o/o of the AM. (added,2002-12)
Any fractional affordable housing units created by the above formulas will be rounded up to
the next highest number. Ttre appllcant, at the time of submittal, must present for review the
proposed llcation of the affordabie housing units, the proposed mix to satisfu the above
formulas, all documents necessaly to comply with this regulation, the Garfield County
Affordable Housing Guidelines, and a proposed schedule of when the affordable housing
units will be constructed and completed in relation to the entire project'
It is the intent of these regulations that affordable housing units for sale and for rent are built
and available for sale o, i*, at the same time that the other houses are available for sale or
rent. The county shall require of the applicant security in a reasonable arnount to insure that
the affordable units are constructed, oi some other requirement such as issuing building
permits for ten free-market houses only after the issuance of a building permit for one
affordable housing unit. The applicani must satisfactorily demonstrate that she/he
understands and will comply *ith t},"t" regulations and the Garfield County Affordable
Housing Guidelines.
Any Planned unit Development Amendment request, which results in an increase in density,
shall be subject to these regulations'
PUD PROCESSING
The approval of a PUD constitutes azoneDistrict Amendment. An application for subdivision
preliminary plan may be considered simultaneously with the PLID application; however, the PUD
zoning decision .rrat u" made prior to the subdivision Preliminary Plan decision' A.PUD is
established by rero.rirrg - *.u i, an existing zone district to !UD, pursuant to tle provisions of
this Zoning Resolutioriand may include an application to subdivide the property, consistent with
all applica6le provisions ofTitie 30, Article i8 and Title 24, Article 67, C.R.S. and Section 3:00
of the Garfield county Subdivision Regulations of 1984, as amended' The county
commissioners are t ereuy declared to be the board authorized to review PUD applications
pursuant to Section 24-6i-lO4 (lXc), C.R.S. Each PUD application shall be reviewed and
approved, disapproved or conditionally approved by the county commissioners- within one
hundred twenty (120) days of its deternni"ation of completeness and referral to the Planning
Commission. ff,. uppror.d PUD zoning and the approved PUD Plan are inseparable and a PUD
shall not be established without the approval of the related PUD Plan. The approved PUD
zoning and the approved PUD Plan together establish the uses permitted in lieu of the zone
district regulations that were theretofore applicable. If PUDand Subdivision Preliminary Plan
are considered sirnultaneously, the approvid Preliminary Plan must include the entire PUD'
Subsequent final plats may be phas.i,- io u""ordance with the approved phasing plan' (A' 97-
109) (amended2002'12)
The above-referenced one hundred twenty ( 120) day period shall commence whsn the Planning
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4.08
4.08.01
Departrnent determines the PUD application to be complete, and referral of the application is
made by the Board to the Planning Commission. The Planning Department has twenty-one (21)
days from the date of initial submittal to determine completeness. Ifno response is drafted by the
Planning Departrnent, or its legal counsel, within the stated time period, the application shall be
consideied ctmplete and the tio day period shall coilrmence on the twenty second (22) day after
initial submittal. The planning Departrnent shall make every effort to review and to notify the
pUD applicant of any deficieniy oiadditional requirernent; however, all additional infonnation
suUmittea Uy the appiicant shalf be reviewed and is subject to the terms listed herein. The express
intention of this section is to process only complete PUD applications; however the Planning
Departrnent reserves the rightio request additional, pertinent information throughout the PUD
."ui"* process. eny appeal of the Pianning Department's determination of completeness may be
appealed to tf," Gu.h"iO County Zoning Board of Adjustment in accordance with Section 9 '04 '02
oltti. resolution. (A. 97-109) (amended 2002-12)
If an amendment to the Master/Comprehensive Plan is proposed as a part ofthe PUD application,
then the Planning Commission inat trt e action on the proposed amendment to the
Master/Comprehensive Plan prior to the PUD application. The Plaruring Commission's action on
an amendment to the MasterTcomprehensive Plan shall be after a public hearing, with at least
thfry (30) days notice, in at least one newspaper of general circulation in the county, and may be
considered at the same meeting that the PUDapplication is considered. (A. 97-109) (Amended
2000-69&2002-12)
H#B|J,;"rJH?,f :rff "3;r,rg,lffit'::rH"l,Brr:m,,T"XT,fl
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ttri Carneta County Subdivision Regulations'
The olan shall show where within the PUD each qpe of use ytll b" located and shall lndicate the
#;'#ffi&"il;h ;ii[; d;;;d 6;;ch G;;liere no subdivision ofthe oropen is proposed
as a nart of the pUD. The orecise locutiorl?l;;h;;;Jthe bcation of lots, blocks or'other
rfl""it,H#ffi ilk"ii*'jif b""ffi"etr"**'l"r[:r,ffi $,11ffi :i'r:i3t11"f,i3ri"*o
The uses by right, conditional.uses, minimum.lot are4 1"*'Tl--.1-1-qoY.tl39l'^-Hnimum
."lU"iti, 'r*irf*, h;Lhi'ffiifain[r, ana-ail otheruse and occupanryrestriaions apphcable to
anv area zoned * puil".t'JiGtl;#*t i"h;e approved by the Couirty Commissibners at the
tirie such area is so zoned.
WhereaPreliminaryPlanapplicationisincludedwithaPUDapplicationtheSubdivision
n"grt"n", riquire#ents wifl'supersede the following PUD.reQutremT^q :1*,:^Ine same
informarron or more i"iLil"Jili"ririuii* i. required as I part of a subdivision application. The
aonlicant shall rnclu"6-e;E lii; *ritte, i"q-r'"rt ror rpp zoning which doe-s-not include a
sifidirision preliminary Plan application the followtng rnlormatlon:
( l) A statement of the ownership interest in the property to be included in the PUD and the
urritten consent of all of tlre o!\mers;
(2) A pUD plan indicating the broad concept ofthe proposed development. Such PIan shall
clearly indicate:
(a) The maximum number of dwelling units proposed within the overall area;
(b) The minimum acreage which will be dedicated to common open Space;
(c)Thetypeofusesproposedandtheacreagedevotedtoeachuse,
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(d) Major internal circulation systems;
(e) The acreage, which will be dedicated for school, sites;
(f) The general nature and location ofcommercial and industrial uses, ifany, to be located
in the PUD;
(g) Provision for water, sewer, telephone, electricity, gas and cable television, if
applicable; and
(h) Other restrictions proposed Uy th.e applicant such as buildinq.setbacks, height limits,
access requrrements fna'graae 6r slope restrictions to be app-lied to particulq'fT,
,i*itt"n inihe form of a zoie district tek the satne as, or in similar form to, the Oarheld
County ZotngResolution; and
(i) Ifmore than one phase is proposed, a phasing plan shall be included in the application
i#i aJiiriutii tt e pioposea irhaising of the devElbpment. (A. 97-109)
(3) A resional location map showing the relationship of the site to connecting roadways,
i,,iUli" iiEititiir, commercial and cultiual facilities anil surrounding land uses,
(4) . A site map illustrating site boundaries, acreage, existing structures and the existing
zomng;
(5) A site toooeraohic map showing at least five-foot contour intervals, major vegetation
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iirers, ditches anil areas subject to 100 Year flooding;
(6) A legal description of the area that the applicant wishes to include in the PUD;
(7) A written statement containing the following information:
(a) An explanation of the objectives to be achieved by the PUD;
(b) A development schedule indicating the approxirnate dates when construction ofthe\-/ ;;;";;i"g;s of the PtrD can be Expecte?l to begin and be completed,
(c) Copies of any special covenants, conditions and restrictions, whigh rylf-qo111the
use or occ,rpancv of the PLID; provided however, that the applicant lnay rmpose
additional toreirants, conditions and restrictions on any paficular area m
connection with the platting of such area;
(d) A list of the owners of properties located within two hundred (200) feet of the
boundaries of the PUD dndiheir addresses;
(e) il"$l'"ffi#:*%#n',',iffi11"'"#*:tffih"Il?,n3'#ri#t?, 8'ts|i3fi and
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(i) The proposed water source legally & physically adequate to service the
PUD;
(ii) The proposed method of sewage fieatnent legally and physically adequate to
service ihe PtlD. If the PUD application propos-es to uttltze exrstrng, ceqgal
iriltlii"i, tt e application shall'iontain a lettbr from the district or provider
that adequate'e*cess capacity currently exists and will .be devoted to
il;r"-dd.ting the developmtn! or thai the capaciry-will be expanded to
adequately acc6mmodate tlie development; (A. 97-109)
(iii) The oroposed method in which storm drainage will be handled\-../
Oiinofi.t itirg that adjoining property owners would not be damaged by the
development; and (A97- 109)
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4.08.06
4.09
4.09.01
4.09.02
4.09.03
4.09.04
4.09.0s
4.10
(iv) The proposed method in which provision will be made for anv Dotential
nu*rui fiJi.6ffi"d# ;;; il;ii ;;;;iunit' *"*, landslide aiehllood
;lr";;, Aq^u{"b6;oi[, ana tn" extent and mitigation of such
hazard(s);(A. 97-109)
(0 Easements showing vested legal access for ipfess-a! !p'99s.
fiom a public road to
the pUD *dioi Oo?"mintatiSn demonstrating access shall be acouired across a
p ubl i c ri gh t-o f-w ay or e asem en t *f 6il;; i? )i';ari o f anv r-y9' ^lqtryl*:lyd'""."ii rn"Af Ui ,;1Jfi; to final platting <if
'airy properry subject to the easement
across the right-of-way; (A' 97-109) and
(g) Evidence that the PUD has been designed with consideration of the natural
envrronmentifttr" riti *A tt " r".rorrnaifig area and does not unreasonably destroy
;; dir;'L;il;ld'1,f",;;t";a;;g.dtio, ot [nlqr. natural or historical features'
The aoolicant mav submit any other information or exhibits, which sheftre deanspertinent in
"rauifing his pr,5posed PUD. (A' 79-132)
Notwithstanding the rezoning of an overall-area as PUD, no portion thereof shall be used or
devetoped until a .ig"!?.iU"adid;-ta; i;*;apo.ti,in sliall haue been.approved bv the
e;;# C",-;i;ff;..? ;;f ;;liri;;A bt tni caiteta countv Subdiyision Regulauons'
(amended 2002'12)
DEVELOPMENT IN STAGES
The applicant must begin development of the PUD withi-n- one (1) vear from the time of its
final zone change "pp;il;I;;;;Util;;;t, tt ut tr,L pt,u TuI-b. developed in stages and
the Board muy appror" the cbmmenc'ement oiiJvelopment activity bwond one ( l) year' The
applicant -r.t .o*pLti-the develop*""t of .uit ltage and of ttr6 PUD as a whole in
;I6;ilff^';il;fiJ";; ;,th tk;"',i"uitop'"iot schEdule approved bv the Countv
Commissioners. (A. 97-109)
tf the aoolicant does not comply with the trq:e limits imposgd.bv {e preceding tlb-1":111ft"
E;fiii"cffi;;;#il;lif i";;; tdTa5-il-" ri'"uii. tr6arine noticeil as.req_uir_ed in
5""#;'" io'ffiffi;-d-,nuv revoke upptorJ foith"'ott"o,rpleted-oortion of the PUD, or
reouire that the pUD ;e';fie#;fi.:[^i;;;A;til; fb' ioqi'tetio" bf ttre pup. one (l).time,
i;:il"#iil to";;;#;;; (lj y"* fr;* tt L L-ipoutioo of the original time limit. (A. e7-
10e)
Each stas.e within a PUD shall by so planned and so related to existing surr.o-unding and
ffi1;ilj:.dififfi;;A-r.*,""r *,it faiiure.i" p.*""a to a subsequent sttge will not have a
ruU.tuotia aaverse impact on the PUD or its surroundtngs'
If a PUD contains nonresidential use,s, they may by constructed in advance ofresidential uses
if the county co-"ri;;d;;-fi"Athatd"ii';'#irsli "o,sistent
with sound principles of
ordered developmeni;;;ili h;;; ililbJ;r:tirt ;a'r;t iim""t on the quatitv oi character of
the PUD.
The development and construction of and within all PUDs shall ble donein such mrurer and
i## ri"Ii'ffi;;liJr"^ififfii;il; to u4i"*rt i-a *.t and owners' Access -fot utl
construction "qrip*"Ii.h;ii;ieg;id?d,I';itdi;
tt. Fun proposal and shall bear a logical
i.titi""it lp to'any proposed phasing of the development'
MAINTENANCE OF COMMON OPEN SPACE
The Common Open Space of a IUQ *y be owned and maintained by the.property.owxers
withinthePUDorbyanorgaruzatloncrroienthiiefromor^thereby..I,ttieeven-tthatthe;;ilffi;-"rt uiiilr"a-toiwn and maintain Commolr-Open Space? or. anJ slccessor
;Effi;ii;. ;ffi;ffii;*; "n;;tiirti't'-*t of the PUD fail tr5 maintain the common
6i;""'$;E'il';":;;61;;;d"; -.i;;dfi; rn accordance with the Plan, the countv
Commissionr.. *uyifr"lui1;;;;ti.;;pdi *"t, *gr.ization or upon *re residents ofthe
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pUD setting forth the manner in which the_organization hasfailed to maintain the Comrnon
bo*-Soi"? ir, ."usonuUt" ioraitioo, and siid notice shall include a demand that such
iJ1i;i#;;-fi211|1;]|t" Ui ir..a *lttrin 30 days thereof and shall state the.date.and place
;f;ildg tt "i"o" which shall be held within.l4 days 9fr9!:",t.,r:1,ryTgg:.:,?yty
CommissiSners mav modifo the terms of the original nobce as to delclencles and nlay gtvg an
;.d;r,ffi';it#ffitilil;fricfr-ttriv stral be curid. If the deficiencies set forth in the original
;;ii;;';i, i[;;rdiii;i;;; th;i;i;i not cured within said- 30 days oramv extension
;;i;d- tli; CounW Commissioners, in order to preserve the taxable values ot-the proPerhes
iuitt ln the PUD and to prevent the Common Open Space aom becomtng a publlc nulsance'
mav enter uoon said C,lmmon Open Space and maintam the same tor a penod oI oneyear'
S;h;6| u[a *aintenance shalf not v'est in the public any rights to use the Common L.]pen
s;;; "-|si;1,[nft ffi; h* been voluntarity aeaicited-to the public. by the owners.
B?iore the 6xpiration of said year, the C.ounly Commissioners;|atj, ,f9LT,:T^9,*l: o.
uoon *re written requ#;fthd;;g';tution tioetofore responsible for dre maintenance ot'the
Av"H#;'d;'S;;.'at ;;;btilG-rns upon notic^e to such organization, or to the
;":iiffit o"Crit "pUD.'tJ 6" n!ia-6v tt" e6*ty commissioners, at which hearinq such
orsanizarion or the ,iiiil"r,ti ;f-it;hUD st att it,o* cause wJry such maintenance by the
C;;t" 6;"".ii,on"r. shall not, at the election ofthe County Commissioners, conhnue lora
;r;:;3d;fi;;:"if ih;t;irtv io,i,i*1iior"'s shall determine that such organization ilreadv
;e;m^id;r"tri" iuia io*mon Open Space in reas_onable condition,^ the- Countv
Commissioners shall cease to maintain such Common Open Space at thiE"d oisa'd y:?1 If
tlr;'C";ty-eo-ffiJio"ers shall detsrmine such orgdniz.tiol,ilXgt_t:ig^jy,^1y: to
*"i"iui" s'uid Co*mon Open Space in a reasonable condition,-the C^ounty Uomlru.ssroners
;;;'* th;i Ai.iEtior.-cb"ti",ie to maintain said Common OPen .Spu"". during the next
!,1?i#4ff ;#;1i ;ir; to ; ;'",it ; h "*'"s an d determiPf,qn, 11 ?:l l31 th ereaft er'
The cost of such *".iJi'"i"" by d,;6;t Coirmissioners shall be assessed-to and pard by
rhe owners of oronertiei*i-tf"i" it
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PLID thit have a right of enjoyment of the Commol Open
$;;5d;f;fiffi;;;;.","rii rt at Gcome a tai lien ori sila orooerties' The Countv
Commissioners shall file a notice of such fi;;ilih" ;ffi;" oitt "
G-dilt,i C;o.,tv e19tt a"tt
Recorder uoon the ,.ip"nili"f".iia Uv rr"t lien within the PUD and shall certify such
il#,i;i#!#;;r6;'";1i."i"r,,;fo-r"J*.ri andremittrnceinthemannerprovidedbvlaw
foitlr;;lf ""fion,
enforcemen! and remiffance of general property ta,Yes-
FEE
The Countv Commissioners may establish a fee schedule for PUD applicatiols to cover the
;&r "f p;b"iiri1g *O review"in addition or the fee required for processrng other Zone
District Amendments.
ENFORCEMENT AND MODIFICATION OF PROVISIONS OF THE PLAN
The orovisions of the Plan relating to the use ofland and the location ofCommgn QpelSpaceililffi;; th";; ;iri,;tffit ina st uu be enforceable in law or in equitv bv the countv
*itt ""t t""itution o11arypow,i's or regulation otherwise granted by law-
All orovisions of the Plan shall run in favor of the residents,,occupants and owners of the
ir-tid:t;tonE to ttre "ra.nt
expressly provided in the Plan and in accordance wrth the terms
;f-thd Ft;,;d,1;tldi ;*6"1,'said piovisions, whether recorded pV RlaU covenant, easemeart
; ;thrr*iia; niay be enforced at l^aw or in equity.by *"1, residents,. occupalts or ownsrs
;;d#.d,;hiiJiv,:"irii/ilhfigh - oie-idtioir designated in ihe Plah to act on their
behalf.
All those orovisions of the Plan authorized to be enforced by the County may be modifie4
ii.nou"a 6r ieleased by the County, subject to the following:
(1) No modification, removal or release of the provisions of the Plan bv the County shall
|i+dtffiiil;?;'h" residents, o""up-ttin-d-d*""iioitt JPUD to maintain and ehforce
those proviiions at law or in equity; and
(2) No substantial modifications, rernoval or release of the provisjons of the P.lan by the
Ed;,y r#i b'.;8"#;A;;;;titpd u fi"ang by the Couniy, following a public hearing
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4.t2
4.t2.01
4.r2.02
4.12.03
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called and held in accordance with the pro''risions of Section 24-67-104. C.R.S.,.$at the
;;;;;;ii; of tt " ""ii-r"-pU-n
Aoii not'affect in -a substanti3lly adverse manner either the
#;ffiil;f lr"A;;ffig "po, or across a sreet from the PUD, or the public interest, and is
noi granted solely to confer a special benetit upon any person'
412.04
4.r2.05
brtp"i"d-uniiiuoioning is granted byth^e Board ofCount'fdil;[ d."gtfrf,ql ^shallioniain unanimous approval of al
ff Commrssoners, an appllcan on
iI owners of real properry within
the PUD. (A. 97-109)
(4) No modification removal or release of a TPUD plan shall be permitted which would
:-?".:'I,"''ilI;iliil;i,iliii;;.;il;;rurirriio. "r'tG aajag-ent Mass rransit.Facility or
;;ti"rfr;'"ilh;;il;d.;";iil;ai" S"ition 5.l l et seq. of this zoning resolution' (added
2002-12)
Residents and owners ofthe PUD may, to the extent and in the manner elpress-ly authorized
iliir;H;;il; l;it[; Pian, modiff,'r'emore orrelease their nghts to enforce the provtstons
ofthe plan, but no *;h ;;il";h"tT;ift;ith" "eht
ofthe Counf to enforce the provisions of
the Plan.
PROVISION FOR INDEPENDENT OR OUTSIDE LEGAL AND/OR TECHNICAL
E)GERTISE
The Counw Commissioners acknowledge and find that, from time to time, the County may be
.';.;;.{ ;X ;h;;;l;j".endent o. o,iside lesal and technical counsel and/or oplnrons'::i};fi'diii'r#iil;;;ffit;;-oo7.ia. t.ed and technical counsel anp/or gpilions'.ifrH"!"iriifr"tfty_r^tfi:*:r*,S:Xl,o"Fir,Hp,.,.#::'iit$iili,*?i.f"1%:?
ii#;'itJr?'.}f,"f,5 ;; ;p[tI;;ii,; iorJ-.oJt"or the pUD or_rppD Spplicant(s). After
-ofo*or +hc Frnqrrt *;-;I;i" ;"ii.frt"" if reouested bv the Plaruring Cornmission, or to;;i;rt, fi; H;d ;;tiEt"ur assistance.if requested by.the,Plarurin-g_Coryy1.111o19 to
address anv unfores"# ,L.ti.A i,iGga iitud, not prariously. foreseen. At such ttme of
;;-;:#i;;.;a;;;riil". tni Fuoti rp0-o applicant shail be advised of-the.nature.ofaddress anv unforeseen technical or legal
retention of outside expertise, the PUD orretention of outside experrise, the Pt-.lD or I PUD appllcanl snall Deil;;;;ft;;6;;;5;;;'"p"v'"*t ritiioute sfiilt be established. (A. e7-10e) (amended
(3) lf time-share or tactional ownershiptnits,or other similar interest in proPertY are
Commissioners, ai application
2002-t2)
AFFORDABLE HOUS ING GUIDELINES
(1) Qualification Criteria
To qualify for and be eligible to rent or purchase an affordable housing unit, a person must
meet the following criteria:
4.14
4.14.01
employed full time or reside full time in Garfield County, or have an offer of
funue'emplolTnent from a Garfield County based employer; a person is
ernployed firll time if the person works or will work at least 32 hours per
*""t fo. a Garfield County based emplolmrent source; a full time resident is
a person who lives in Garfield County ten months or more out of each year
and will occupy the affordable house ten months or more out of each year;
priority will be given to employees or future employees of a Garfield County
Lased Lmployel which is an employer or business having a business office,
store or facility located in Garfield County at which the employee reports to
work or from which the employee is compensated, whether or not the work
is perfomred in Garfield CountY.
Affordable Housing Units
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occupy the unit as a primary residence upon purchase or rental of the unit;
and
have a current household net worth, minus qualified retirement assets, not
in excess of $ 100,000.00; if a person owns real estate, the value of the
real estate will be based on the current market value minus the loan
amount balance; only those persons earning 80% or less of the Area
Median lncome [AMI], as determined by the U.S. Deparrnent of Housing
and Urban development and published annually, may qualifr to purchase a
house which has been priced based on 600/o to 80% of AMI; those persons
earning between greater than 80% and l20oh of AMI may only qualiff to
purchase those affordable housing units which have been priced based on
greater than 80% to 120o/o of AMI; those persons earning between greater
than l20o/o and up to 1650/o of AMI may only qualify to purchase those
affordable housing units which have been priced based on greater than
l20o/ota 165% of AMI; income includes but is not limited to salaries,
wages, commissions, severance pay, royalties, rents, trust income,
annuities, capital gails, pensions, retilement benefits, payments received
as an independent confiactor for labor or services, bonuses, tips, overtime
pay, dividends, gambling proceeds, moneys drawn by a self-employed
individuat for personal use, social security benefits, worker's
compensation ben efi ts, unemployment in swance benefi ts, disab il ity
insurance benefits, funds payable frorn any health, accident, or casualty
insurance to the extent that such insurance replaces wages or provides
income in lieu of wages, monetary gifts, monetary prizes, taxable
distributions from partnerships or corporations and alimony; a person who
is not divorced but is separated from the person's spouse may exclude the
spouse's income but only if the couple intends to perrnanently live separate
and apart; a divorced parent who has palenting time with his children but
with whom the children do not primarily reside may claim a household
which includes the children. (2002-39)
(2) Non-Qualification
If the Garfield County Housing Authority determines that an applicant does not meet the
criteria for qualification for an affordable housing unit, the Housing Authority will
promptly provide the applicant with a written notice of the determination. The notice will
contain a brief statement of the reason(s) for the decision, and will state that the applicant
may request a review of the decision by following the gdevance process described in
Section Eleven of these guidelines.
(3) Eligibility and Priorities
Eligibility for affordable housing will be made without regard to race, color, creed,
religion, sex, handicap, disability, national origin, familial status, or marital status.
(b)
(c)
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(a) All complete applications will be assigned by the Housing Authority to one of
two Priority Categories:
(i) Priority Category One: A prospective owner or renter is an
employee of a Garfield County based employer;
Or:
(ii) Priority Category Two: A prospective owner or renter is a
resident of Garfield CountY.
(b) If the application of a prospective owner or renter falls into both of the
Priority Categories One and Two, that application shall be considered to be in
Priority Category One. If an application does not meet the criteria of either
Priority Category, that applicant shall not be eligible for an Affordable Housing
Unit.
( c) All completed and verified applications shall be placed in the Lottery for
Affordable Housing.
(4) Lottery
The Garfield County Housing Authority will conduct a lottery for each Affordable
Housing Unit or group ofUnits as they become available. No waiting list will be
maintained and a new and separate application must be submitted for each newly available
Unit or groups of Units.
To assure that the Priorities designated herein are used the Garfield County Housing
Authority shall conduct the Lottery for available Affordable Housing Units as follows:
(a) The Lottery shall include all applications, which are submitted and complete as
of the date designated by the Housing Authority.
(b) All complete applications, which fall into Priority Category One, shall be
included in Lottery Round One. Each application, upon being drawn by random
selection, shall be assigned a numerical position based upon the order drawn.
(c) Following ilre random drawing and assignment of a numerical position for the
applications in Priority Category 1 in Lottery Round One, a separate random
drawing, Lottery Round Two, shall be conducted in a similar mannsr for the
applications in Priority Category 2. A numerical position shall be assigned to each
apptication in Lottery Round 2 based upon the order drawn in a random selection.
(d) Available Affordable Housing Units and the first choice of an available Unit
will be offered to the qualified applicant first drawn in Lottery Round One.
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4.t4.02
4.t4.03
Subsequent offers will be made to other qualified applicants in the order drawn in
Lottery Round One.
(e) Remaining Affordable Housing Units, if any, will be offered to applicants in the
order drawn in Lottery Round Two following those in Lottery Round One.
(0 The Garfield County Housing Authority shall designate, by appropriate
regulation, the length oftime an offer of an Affordable Housing Unit shall be
available to an applicant before the offer is considered withdrawn or void. If an
offer is not accepted by a ready and willing applicant within the designated time, ttre
offer shall be considered withdrawn and an offer to the next sequential qualified
applicant, based upon the Lottsry, shall be made.
Qualifications to Reside in an Affordable Housing Unit
To remain eligible to reside in an affordable housing unit, a person must meet the
following criteria.
(1) To reside in a rental unig she/he must meet the requirements of Section 4.14-01(1),
(2), and (3); and
(2) Units for Purchase
(a) To reside in a purchase unit, sheihe must meet the requirements of Section
4.14.01(1) and (2).
(b) AII sales of affordable housing units must occur pursuant to these regulations.
How to Qualifr for Affordable Housing Unit (Rantal or Purchase)
(1) Initial Qualification
ln order to determine that a person or a household desiring to purchase an affordable
housing unit meets all of the criteria set forth in Section I above, the Garfield County
Housin-g Authority may request any combination, or all, ofthe documentation listed below
as prooiof residency, income, assets, and employment (with the provision that all
in formation and documentation is considered confi dential).
(a) Federal income tax returns for the last two{2) years (for prospective
purchasers). Prospective purchasers must also furnish a current income
statement and a current financial statement, in a form acceptable to the
Garfield County Housing Authority, verified by the applicant to be tme and
correct, or other documentation acceptable to the Housing Authority. When
current income is twenty (20o/o) percent, more or less, than income reported
on tax returns, then the applicant's income will be averaged based upon the
current income and the previous year's tax returns to establish an income
category for the purpose ofpurchasing or ofrenting an affordable housing
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unit.
(b) Verification of employnent or offer of ernployment in Garfield County (i'e',
wage stubs, employer narne, address, and phone number) plus evidence of
legal residen"yloit.N.S. Form 1-9, Employment Eligibility Verification) or
other appropriate documentation as requested by the Garfield County Housing
Authority.
(c) Landlord verifi cation (proof of residency, physical address).
(d) Copy of valid Colorado Driver's License'
(e) Verification of telephone service (date of installation, person listed to).
(f) Vehicle registation.
(g) Voter registration.
(h) Any other documentation which the Garfield County Housing Authority
deems necessary to make a determination'
(i) Dvorce or Support Decree. If you receive any sort of alimony or child
support, u.opy of the decree must indicate that it has been entered of record;
and all exhibits and supplements must be attached'
fi) Cunent credit rePort.
(2) Additional Qualifications for Purchasers of an Affordable Housing Unit
The applicant desiring to purchase an affordable housing unit will be required to sign a
release so that the Garfieli County Housing Authority can obtain a copy of the cornpleted
loan application submitted to the lender.
4.14.04
(1) Listing the Affordable Housing Unit with the Garfield County Housing Authority -
StaffDuties
(a) Initial sales of affordable housing units will be the responsibility of the
developer. The purchase price, deed restriction, qualification ofbuyer, and all
other aspects of the sale must comply with the Garfield County Affordable
Housing Regulations and with these Guidelines'
(b) After the initial sale of an affordable housing unit, any subsequent owner of
an affordable housing unit desiring to sell must consult with the Garfield
County Housing Authority and review the Deed Restriction covering the
housing unit to determine the maximum sales price permitted and other
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applicable provisions concerning a sale. Unless otherwise provided in the
Deed Restriction, the affordable housing unit must be listed for sale with the
Garfield County Housing Authority. The Housing Authority staffwill
administq the iale in accordance with the Guidelines in effect at the time of
the listing. There shall be a minimum listing period of three months before an
affordable housing unit's price can be readjusted. Any termination in the
listing may require the payment of administrative and of advertising costs.
(c) prospective purchasers will register in person at the housing authority office.
(d) These Guidelines are intended to assure that all purchasers and all sellers will
be treated fairly and impartially. Questions will be answered and help will be
provided .quulty to any potential purchasers or sellers in accordance with the
current Guidelines. Listings, sales contracts, extensions to contracts, and
closing documents will be prepared; and all actions necessary to consurnmate
the sale shall be undertaken.
(e) In pursuit of the above, the Garfield County Housing Authority staffwill be
aaing on behalf of the Housing Authority. It should be clearly understood by
and bitween all parties to a sales transaction that the staffmembers are not
acting as licensed brokers to the transaction, but as representatives of the
Garfield County Housing Authority and its interests. They shall neveftheless
aftempt to help both parties to consunmate a fair and an equitable sale in
accordance with the current Guidelines.
(0 All purchasers and sellers are advised to consult legal counsel regarding
exarnination of the title and all of the contracts, agreements, and fitle
documents. The retention of counsel, licensed real estate brokers, or such
related services, shall be at a purchaser's or seller's own expense. The fees
paid to the Garfield County Housing Authority are to be paid regardless of
any actions or services that the purchaser or seller may undertake or acquire.
(2) Advertising For Resale
(a) After an affordable housing unit is listed for sale with the Garfield County
Housing Authority, the Housing Authority will arrange to advertise the unit
for sale. pricing ior the resale unit will be consistent with the deed restriction
appreciation caPs.
(b) Prospective purchasers are encouraged to investigate sources offinancing' '
prioito submitting an offer for an affordable housing unit and can obtain
n,Imes of lenders from the Housing Office.
(3) Sales And Other Fees
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(a) Sales Fees
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(i) Unless otherwise set forth in the Deed Restrictions covering the
affordable housing unit, at the closing of the sale, the seller will pay
the Garfield County Housing Authority a sales fee equal to fwo and
one-quarter (2 ll4o/o) percent of the sales price. The Garfield county
Housing Authority may instruct the Title company to pay the fees to
the Housing Authority out of the funds held for the seller at the
closing.
(ii) unless otherwise specified in the Deed Restriction, a one-half
(ll2o/o) percent fee is paid by the seller at the time of listing,
which is applied to the total sales fee payable at closing. ln ttre
event that the seller fails to perform under the listing confiact,
rejects all offers at the maximum price in cash or in cash-
equivalent terms, or should with&aw the listing after advertising
has commence4 that portion of the fee will not be refunded. [n
the event that the seller withdraws for failure of any bids to be
received at the maximum price or with acceptable terms, the
advertising and the administrative costs incurred by the Garfield
County Housing Authority shall be deducted from the fee, with
the balance credited to the owner's sales fee when the affordable
housing unit is sold.
(b) Other Fees
(i) Unless otherwise set forth in the Deed Restriction covering the uniq
upon the initial sale, resale, or refinancing of the affordable housing
un-it where FNMA-tlipe financing provisions are used (the use of
which shall be at the sole discretion of the Garfield County Housing
Authority), there shall be a one-quarter (ll4%o) percent fee charged by
the Housing Authority. The fee shall be paid by the mortgagor, based
on the arnount of the rnortgage, paid for each mortgage transactiorq
and deposited in the Garfield county Housing Authority mortgage
reserve fund account. The purchaser of the affordable housing unit
shall also pay the fee based on ttreir mortgage, as set forth above.
(ii) lf the fee is paid on an affordable housing unit, and the housing unit
is subsequently refinanced, the fee shall only apply to that amount of
the refinanced mortgage greater than the initial mortgage upon which
the fee was initially collected. FNMA-type financing provisions are
those, which provide, among other things, for the removal of the
Deed Restriction on the unit upon foreclosure of the mortgage if the
Garfield county Housing Authority, the city, or the county does not
exercise their option to purchase the affordable housing unit within a
specified time following the foreclosure. If FNMA-t)"e financing
provisions are not used by the mortgagor, no fee shall be charged by
the Garfield County Housing Authority. The amount and the
adequacy of the fee and the mortgage lesewe fund shail be reviewed
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annually as part of the review of the Guidelines'
(4) Deed Restriction
The purchaser must execute concurrent with the closing of the sale, in a form satisfactory
to the Garfield County Housing Authority and to the Garfield County Clerk for recording,
a document acknowledging the purchasei's agreement to be bound by the recorded Deed
Restriction covering the sale of the affordable housing unit'
(5) Additional Information: Co-ownership and co-signing
(a) Any co-ownership interest, other than joint tenancy or tenancy-in-colrlmon,' -
-rtt be approved by the Garfield County Housing Authority'
(b) Co-signors may be approved for ownership of the affordable housing unit, but
shall not occupy tt e unit unless qualified by the Garfield County Housing
Authority.
(c) Rentals
(i) If an affordable housing unit is listed for sale, and the owner must
relocate to another area, the housing unit may, upon approval ofthe
Garfield County Housing Authority, be rented to a qualified
individual, in accordance with the Guidelines, for a maximum period
of two (2) years. Notice of such intent, and the ability to comment,
shall be proria"a to any applicable homeowner's association at the
time of request to the Garfield county Housing Authority. A letter
must be sent to the Garfield County Housing Authority requesting
permission to rent the affordable housing unit until the unit is sold' A
minimum six (6) months written lease must be provided to the tenant,
with a sixty (60) day move out clause, upon notification when the unit
is sold. All tenants must be qualified by the Garfield County Housing
Authority.
(ii) The affordable housing unit must be leased for the terms set forth in
the Deed Restriction on the unit or, if there ale no such provisions in
the Deed Restriction, upon terms approved by the Garfield county
Housing Authority. Prior to the Garfield counry Housing Authority's
qualification of a tenant, ttre tenant shall acknowledge, as palt of the
lease, that the tenant has receive4 read, and understands the
homeowners' association covenants, rules, and regulations for the
affordable housing unit and shall abide by them. Enforcement of the
covenants, rules, and regulations shall be the responsibility of the
homeowners' association. A copy of the executed lease shall be
furnished by the owner or tenant to the Garfield county Housing
Authority and to the homeowner's association'
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4.t4.06
4.14.07
Execution of Deed Restrictions by Applicants
Deed Restrictions must be subrnitted by the applicant to the Garfield County Housing
Authority according to the time schedule listed below.
(1) At the Time of Building Permit
Prior to issuance of any building permit for a project, the Garfield County Housing
Authority shall have an approved, executed, and recorded Deed Restriction for the
required commitnent by the applicant. A copy of the recorded Land use code Resolution
*O tt "
Deed Restriction shall be sent to the Garfield County Housing Authority'
(2) At the Time of Certificate of Occupanry
prior to the issuance of any Certificate of Occupancy, the Deed Restriction shall be
amended, if necessary, to ieflect the changes approved by the Garfield County Housing
Authority, which may have occurred during construction or conversion of the affordable
housing ,-it 1i."., nei livable square footage). In addition, the Deed Restriction shall be
executid and recorded, with the original returned to the Garfield County Housing
Authority for their files.
Priorities for Persons Desirine to PuI'chase an Affordable Housine Unit
priorities for persons to purchase an affordable housing unit shall be as listed below.
(l) Person(s) with a present ownership interest (oint or tenants in common) in the
affordable housing unit.
(2) person(s) chose by the remaining owner(s) to purchase the interest of another owner.
ioy t*tional sales must be approved by Special Review, if not under a court order, due
to dissolution procedures.
(3) Spouses or children of current owners including joint custody of the children.
(4) A qualified buyer on fust come, first serve, basis with preference given to an
employee of a Garfield County based employer.
Maximum Vacanc.v of an Affordable Housing Unit for Rent
Deed restricted affordable rental units, which are required to be occupied, may be vacant
between tenancies for a maximum period of forty-five (45) days, unless authorized by the
Garfield County Housing Authority. If the owner exceeds the forty-five- (a5) day limit
without the Garfield County Housing Authority's approval, the Housing Authority will
place a qualified tenant, with a minimum six- (6) month's lease, from the existing waiting
list.
Leave of Absence for Owners of an Affordable Housing Unit
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4.14.08
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(l) Rental During a Leave of Absence
If an owner of an affordable housing unit must leave Garfield County for a limited period
of time, and desires to rent the unit during their absence, a leave of absence may be
grantei by the Garfield County Housing Authority for up to one (1) year upon clear and
ionvincing evidence which shows a bona fide reason for leaving and a commitlnent to
return to the Garfield area. A letter must be sent to the Garfield County Housing
Authority, at least thfuty (30) days prior to leaving, requesting permission to rent the unit
dgring their leave of absence. Notice of such intent, and the ability to comment, shall_b9
proviied to any applicable homeowners' association at the time of request to the Garfield
County Housing Authority.
(2) Extension of a Leave of Absence
The leave of absence shall be for one (l) year and may, at the discretion of the Garfield
County Housing Authority, be extended for one (1) year; but in no event shall the leave
"r"".i two (2) years. The unit may be rented in accordance with the Garfield County
Housing Authority's Guidelines for qualification during the one- (1) or two- (2) year
period-so long asthe Deed Restriction covering the affordable housing unit permits the
rental.
(3) Establishing the Rental Rate
ln the event that the rental rate is not set forth in the Deed RestrictiorU the rent shall be
established at the greater of the owner's cost, or the rent shall be established in accordance
with the Affordable Housing Guidelines. The owner's cost, as used herein, includes the
monthly mortgage principal and interest payment, plus condominium fees, plus utilities
remaining in the owner's name, plus taxes and insurance prorated on a monthly basis, plus
twenty (S20) dollars Per month.
(4) Covenants, Rules, and Regulations
prior to the Garfietd County Housing Authority's qualification of the tenant, the tenant
shall acknowledge, as part
-of
tn" lease, that the tenant has received, read, and understands
the homeowners' association covenants, rules, and regulations for the affordable housing
unit and shall abide by them. Enforcement of the covenants, rules, and regulations shall
be the responsibility of th" ho*"owner's association. A copy of the executed lease shall
be furnished by the owner or the tenant to the Garfield County Housing Authority and the
homeowners' association. Additionally, an owner may request a one-time, in-county leave
of absence for one (l) year by Special Review with all of the above conditions applyrxg.
Roommates
Unless otherwise set forth in the Deed Restriction or covenants of the Homeowners'
Association covering the affordable housing unit, an owner may rent an affordable
unit/room so long asthe owner continues to reside in the housing unit as a sole and
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4.14.09
exclusive place of residence.
4.14.10 Special Review for 4 to 6 Bedroom Units
(l) The Garfield County Housing Authority will consider a developer's proposal for units
with four, five, or six bedrooms by a Special Review. The Special Review process will
evaluate the need for the multiple bedroom units based upon the intended family
cornposition. The Special Review requires that there must be at least one bedroom of
appropriate size for every two persons in the family. The following chart shall be applied
in the request for a Special Review.
Number of Bedrooms
0 - studio
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3
4
5
6
Minimum Persons
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4
5
6
Maximum Persons
2
2
4
6
8
10
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(2) The determination of the intended family composition will include the following:
foster children, live-in attendants, dependents under the age of 23 who are away attending
school, and family members who are away on military leave or out-of-town business
assignment.
4.I4.ll Grievance Procedures
A gfievance is any dispute that a tenant or purchaser may have with the Garfield County
Housing Authority with respect to action or failure to act in accordance with the individual
tsnant's or purchaser's rights, duties, welfare, or status. A grievance may be presented to
the Garfield County Housing Authority Board of Directors (herein after refened to as
Board) under the following procedures.
(l) Filing a Grievance
(a) Any grievance must be presented in writing to the Garfield County Housing
Authority. It may be simply stated, but shall speci$, the particular ground(s)
upon which it is based; the action requested; and the name, address, and
telephone number of the complainant, and similar information about hiVher
representative, if any.
(b) Upon presentation of a written grievance, a hearing before the Garfield
County Housing Authority Board of Directors shall be scheduled for the next
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notice and an oppornrnitv to be
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examine and to copy all documents, records, and regulations of the Garfield
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mav be represented bv council at his or her own expense'
I (a) If the complainant fails to appear at the scheduled hearing, the Board may
I make a determination to postpone the hearing or make a determination based
upon the written documentation and the evidence submitted.I '' *:};ffiTT',::":::lTlfl:IffJ:#,iifi:ffi',*1i":":[TH,"
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applicable tojudicial proceedings.
(c) The right to cross-examine shall be at the discretion of the Board and rnay be
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regulated by the Board, as it deerns necessary for a fair hearing.
(d) Based on the records of proceedings, the Board will provide a written
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shall take all actions necessary to carry out the decision'
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IMPLEMENTATION PLAN AND SCHEDULE
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