HomeMy WebLinkAbout1.0 Service Plant
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I ASPEN GLEN wATER & SANITATIoN DISTRICT
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SERVICE PI"AN
Novemb er, 1993
:;il,
Preparedby: Fff,[ffi,-l-B E?HIH;" \
s ctunues a G ordo n M eyer, r nc. Ul- ruru* ;-iil^T"t'.o r., *,
Delanq & Balcomb, P.C.
Hanifen-hnhffi Inc.
REcEtyECIsrcz
Jffigg
I.
II.
TABLE OF CONTENTS
INTRODUCTION ....1
A. Overview ......1
B. Description of The Aspen GIen Club . . . . . . 3
DESCRIPTION OF PROPOSED WATER AND SANITATION DISTRICT . 6
A. Need for a Special District . . . 5
B. Water Utility System . . . 7
C. WastewaterUtilitySystem ....7
D. Other Powers of AGWSD . . . 13
DISTRICT BOUNDARIES, ESNMATES OF POPULATIONANDVALUATIONFORASSESSMENT ......15
A. DistrictBoundary ....15
B. Assumptions.. ......16
C. Assessed Valuation and Property Taxes . . . 19
GENERAL DESCRIPTION OF FACILITIES TO BE CONSTRUCTED . . . 2T
A. Introduction.. ......2L
B. Water Utility System . . Zl
C. Wastewater Utility System . . . 33
FINANCTAL PLAN SHOWING HOW THE
PROPOSED FACILITIES ARE TO BE USED . . 38
DESIGNANDCONSTRUCTIONSTANDARDS. ....41
(See specific index for contents)
VII. CONCLUSIONS
m.
ry.
V.
VI.
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43EQR SCHEDULE
Table III-1
Table III-2
Table III-3
Table III-4
Table IV-l
Table IV-2
Table IV-3
Table IV4
Table IV-5
Table IV-6
Table IV-7
Table IV-8
Table IV-9
Table IV-10
Table IV-12
INDEX OF TABLES AND FIGURES
Page 2
Residential Lot Development Schedule . . . 17
RecreationalAreaDevelopmentSchedule ...... 1g
Aspen Glen PUD Development Market Values . . 19
Aspen Glen PUD Assessed Valuation By year . . . ZO
FireFlows ....22
Number of units served by Each rype of Irrigation system . . . 23
I-andscapeAreaAssumptions .....2s
Total Landscape Area by Service Typ" . . . . Zs
In-HouseEQR's .....26
Aspen GIen Water Requirements . . Zg
Infrastructure Costs - Water End of Section IV
Water System O & M Costs End of Section [V
Estimated Wastewater Flows End of Section fV
Infrastructure Costs - wastewater End of Section IV
AGwsD wwrF Phase II costs End of section IV
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Table IV-13
Table IV-16
Table IY-17
Table V-l
Figure I-1
Figure II-1
Figure fV-lA
Figure IV-18
INDEX OF TABLES AND FIGURES
Page 3
AGWSD WWTF Phase III Costs End of Section IV
Wastewater System O & M Costs End of Section IV
Wastewater Treatment Facility
Preliminary Design Criteria End of Section IV
Required Mill levy . . End of Section V
Vicinity Map . . . End of Section I
Map of Service area End of Secfion II
Utility Plan . End of Section [V
Utility Plan . End of Section IV
Appendix 1 Legal Description . . . . End of section I
Appendix 2 Letter From Colorado Department of Health . . . . End of Section I
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A.
INTRODUCTION
OVERVIEW
This Service Plan is submitted to the Board of County Commissioners of Garfield
County in accordance with the Special District Act of Colorado (C.R.S. 32-t-101, et Sgg.).
This Plan sets forth the proposed terms and conditions for the organization of the Aspen
Glen Water & Sanitation District (hereinafter referred to as AGWSD). The AGWSD is
being proposed by Aspen GIen Golf Partners, Ltd., the developer of the Aspen Glen
Planned Unit Development (hereinafter Aspen Glen PUD), a residential, recreational
community to be located in unincorporated Garfield County, Colorado, between the cities
of Glenwood Springs and Carbondale, Colorado.
The Aspen Glen PUD is currently pending preliminary plan approval in accordance
with the Subdivision Regulations of Garfield County, Colorado, of 1984. Zoningapproval
for the Aspen Glen PUD was determined by the Board of County Commissioners of
Garfield County on June 29, l992by the adoption of Resolution No. 92-056. Condition No.
25 of. said Resolution directed that the developer of the Aspen Glen PUD organizea special
district "for the construction, maintenance and operation of a regional waste water
treatment facility."
In discussions with Garfield County and other governmental entities during the
Aspen GIen PUD zoning process, it became clear that Garfield County did not believe it
appropriate for domestic water and sanitary sewer utilities to be owned and operated by a
homeowners association. It was additionally clear that Garfield county did not cousider it
feasible or practical for the county itself to provide and maintain the Aspen GIen
development with the sewer and water facilities needed to serve Aspen GIen residents. The
AGWSD is, therefore, necessary to provide for the desired facilities and services and is
being formed to assist in the funding, construction and operation of the domestic water and
sanitary sewer facilities necessary to serve the Aspen GIen pUD.
The initial boundaries of the AGWSD shall be the same as the boundaries of the
Aspen GIen PUD. However, it is proposed that the wastewater treatment facility to be
owned and operated by the AGWSD be a regional facility with the capability to serve the
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needs of real property outside the Aspen GIen PUD. This Service Plan, therefore, identifies
three different categories of property which all have the capability of being served by the
Aspen GIen Wastewater Treatment Facility:
(i) The initial boundaries of the AGWSD;
(ii) The "service area" identified in the report commissioned by the Colorado
Department of Health entitled "Wastewater ManagementStudy for the Lower
Roaring Fork Planning Area"; and
(iii) The "expanded service area" as defined herein.
Aspen GIen Golf Partners, Ltd. shall at its expense construct and install the water
utility system for the Aspen Glen PUD as described herein. Aspen Glen Golf Partners, Ltd.
shall also at its expense construct and install the wastewater collection system throughout
the entire Aspen Glen PUD as described herein and shall fund construction of both Phase
I and Phase II of the Aspen Glen Wastewater Treatment Facility as described herein.
Upon completion of construction, all such water and wastewater facilities shall be dedicated
to the AGWSD.
The AGWSD will therefore come into existence without debt and without the
immediate need to incur debt to fund capital expansion. The financial information
presented in this Service Plan is designed to show that it is economically feasible and
appropriate for the AGWSD to manage, operate and maintain water and sewer services for
the benefit of the landowners and residents of the Aspen Glen PUD. The enclosed
financial statements demonstrate that the AGWSD will be able to operate and maintain the
utility systems at a very reasor able level of service fees and operational mill levy. The
annexation policies set forth he rein demonstrate that the AGWSD can be expanded on an
equitable basis to provide sewel'service to property outside the District's initial boundaries
at such time as a development lrlan for such property exists and the owner of the property
requests service and pays the ,:apital costs associated with providing such service. The
District will also have authoritl to charge tap fees or other system improvement fees to
provide additional funds for anv desired infrastructure expansion. Finally, the District will
have powers of public debt financing and taxation as are allowed by law, should additional
sources of revenue become desirable.
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The Service Plan includes satisfactory evidence that the following requirements of
Section 32-l-204, C.R.S., as amended, have been met:
a) That there is sufficient existing and projected need for organized service in
the area to be serviced by the proposed Special District:
b) That the existing service in the area to be served by the proposed Special
District is not adequate for present and projected needs;
c) That the proposed Special District is capable of providing economical and
sufficient service to the area within its proposed boundaries;
d) That the area to be included in the proposed Special District has, or will
have, the financial ability to discharge the proposed indebtedness on a
reasonable basis;
e) That adequate service is no! or will not be available to the area through the
County, other existing municipal or quasi-municipal corporations, including
existing special districts, within a reasonable time and on a comparable basis;
0 That the facility and service standards of the proposed Special District are
compatible with the facility and service standards of Garfield County within
which the proposed Special District is to be located and each municipality
which is an interested party under Section 32-l-204$);
g) The proposal is in substantial compliance with any master plan adopted
pursuant to Section 30-28-106, C.R.S.
h) That the proposal is in compliance with any duly adopted city, county,
regional oi state long-range water quality management plan for the area; and
i) That the organization of the proposed Special District will be in the best
interests of the area proposed to be served.
B. DESCRIPTION OF THE ASPEN GLEN PUD
1. General
The proposed Aspen GIen Planned Unit Development will be one of
Colorado's, and the Western United States', premier golf course community
developments. The Aspen Glen Club will meet a demand for facilities not currently
available in the Roaring Fork Valley. The site was selected for its inherent natural
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qualities, temperate climate and access to the diverse recreational and cultural
opportunities of the Valley from Glenwood Springs to Aspen.
The Club will feature an l8-hole championship golf course designed by
architectural greats Tom Weiskopf and Jay Morrish. The golf course will meander
through the development and along the Roaring Fork River to allow for the best
possible golf course design as well as affording optimum views from surrounding
residential areas, while blending into the existing terrain and being sensitive to the
environment of the Valley.
At the heart of The Aspen Glen Club will be a full service clubhouse offering
a wide range of health, fitness, spa, recreational and dining facilities. Still other
recreational opportunities will be available throughout The Aspen Glen Club,
including hiking, bicycling, equestrian trail rides and Gold Medal trout fishing.
Consistent with the golf course and recreational emphasis of the project's
concept, over 56.6Vo of the total site acreage is committed to recreational and open
space functions. The Aspen Glen PUD must focus on very high quality standards,
both in the preservation of the natural character of the site and in the creation of the
designed environment to successfully attract the targeted market.
Complementing the diverse range of recreational and sporting activities, the
Aspen Glen PUD also proposes a wide variety of residential oppornrnities, from golf
club villas to gracious estate parcels. While some of the golf club villas may be of
an attached design, the vast majority of the proposed dwellings will be single-family
detached residences. The predominance of the single-family residential lots will be
approximately one-half acre in size or larger.
2. l,ocation
The Aspen Glen PUD is located in the Roaring Fork Valley, approximately
three miles northwest of Carbondale and eight miles southeast of Glenwood Springs.
The main entrance to Aspen GIen is located on Highway 82. A vicinity map is
attached as Figure I-1. The initial boundaries of the AGWSD and the Aspen GIen
PUD are the same (see Figure I-1).
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Summarv of Land Use Actions
An application for the Aspen GIen PUD and Sketch Plan was submitted to
Garfield County in February, 1992. Zoning approval for the Aspen GIen PUD was
obtained on June 29, 1992. on August25, 1993, Aspen GIen Golf partners, Ltd.
submitted its application for Preliminary PIan approval for the Aspen Glen PUD.
Additionally, a Site Application for Iocating a wastewater treatment facility (WWTF)
consistent with this Service Plan is being reviewed by the Colorado Department of
Health (CDOH). The Garfield County Planning and Zoning Commission and the
Board of County Commissioners have previously recommended approval of the Site
Application. Approval of the Preliminary PIat submittal is anticipated in the last
quarter of 1993. It is further anticipated that Final PIat submittals will occur in
phases for the Aspen GIen PUD and will occur beginning in Iate 1993 or early 1994.
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VICINITY MAP
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il. DESCRIPTION OF PROPOSED WATER AND SANITATION DISTNCT
A. NEED FOR A SPECIAL DISTRICT
The property contained within the Aspen Glen PUD is currently undeveloped and,
therefore, complete infrastructure systems will need to be constructed. The developer of
the Aspen GIen PUD will undertake the construction of the roadway infrastructure and
development of electrical, telephone, gas and television utility systems. Once constructed
these systems will be owned, operated and maintained by either the appropriate public
utility or the Aspen Glen Homeowners Association. These infrastructure systems will be
constructed as needed to service each phase of the Aspen GIen development.
The Board of County Commissioners of Garfield County and, to the extent it has
authority, the CDOH, have both expressed a preference that water and waste water utility
systems be owned, operated and maintained by a governmental or quasi-governmental entity
instead of a private individual, entity, or homeowners association. In response to this
preference, AGWSD will be created and the water and waste water utility systems will be
constructed, operated and maintained as set forth in this Service Plan.
Under Colorado law, a District such as the AGWSD is a quasi-municipal non-profit
corporation, with perpetual existence and possessing powers of management, taxation and
condemnation. The District will be governed by an elected Board of Directors consisting
of five (5) persons.
After organization of the District, the Board of Directors will operate the utility
systems and determine assessments and sources of revenue in accordance with applicable
law and this Service Plan. The Board will also adopt rules and regulations for the operation
of the utility systems and establish the policies and procedures of the Distric! subject to this
Service Plan and applicable law.
The foregoing and other statutory powers possessed by the District will allow it to
function in a more effective and efficient manner than a homeowners association or private
entity. Additionally, the statutory scheme for the operation of a District allows for local
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management of the District by the owners of property and electors within that District.
Utilization of a special district further provides for a program of debt financing and a means
of equitably distributing the debt service to the property owners and residents of the
District. The District provides the mechanism to ensure that infrastructure and services are
available to provide for the long-term needs of the District's inhabitants. The District will
also ensure that such facilities are constructed using the latest engineering technology and
operated and maintained to provide the continuation of the intended level of service.
B. WATER UTILITY SYSTEM
l. Responsibili8 of AsPen GIen
The water utility system is described in further detail in Part IVB of this
Service Plan. Aspen Glen Golf Partners, Ltd. shall at its expense construct and
install the described water utility system and shall, upon completion of construction,
dedicate the physical facilitieq easements therefor and associated water rights to the
AGWSD. Thereafter, the AGWSD shall own, operate and maintain the water utility
system as set forth in this Service Plan, applicable law, and the rules and regulations
of the AGWSD adopted by the Board of Directors.
2. Authoritv of AGWSD with Respect to water utilitv Svstem
With respect to the water utitity system, AGWSD shall have the power and
authority to design, acquire, install, construc! operate and maintain a complete water
and irrigation water supply, treatment, storage, transmission and distribution system
for domestic and other public or private purposes, together with all necessary and
proper reservoirs, treatment works and facilities, wells, water rights, equipment and
appurtenances incidental thereto which may include, but shall not be limited to,
transmission lines, distribution mains, service lines, supply and treatnent facilities,
storage facilities, land and easements, together with extensions of and improvements
to said system.
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C. WASTEWATER UTILITY SYSTEM
l. Regionalization of Wastewater Treatment
In its initial zoning application, Aspen GIen Golf Partners, Ltd. proposed
constructing a wastewater utility system thatwould serve the needs of only the Aspen
Glen PUD. However, during the land use process both Garfield County and CDOH
suggested that anywastewater treatment facility to be constructed to serve the Aspen
GIen PUD be designed to serve as a regional wastewater treatment facility, i.e., a
facility that can ultimately provide wastewater service to an area larger than the
Aspen GIen PUD.
At the request of CDOH Aspen Glen commissioned a study entitled
"Wastewater Management Study, Lower Roaing Fork Planning Area", (hereinafter
Wastewater Management Study) which was completed by West Water Engineering
in April of 1993. The purpose of that study was to determine the most cost effective
and appropriate wastewater treatment facility for the AGWSD and surrounding area.
The Roaring Fork Valley, from Carbondale to Glenwood Springs has been the
subject of several reports in the past:
o A 303 study entitled, "The Roaing Fork River - Basic Water AunW
Management Plan", completed March, 1974.
o A 208 plan entitled, "Water Qualitv Management Plan Regional 11 -
Garfield, Mesa, Moffat, Rio Bhnco Counties", completed 1979 and
updated 1986.
. A20l plan entitled,"Carbondale 201 PlAn"o completed in 1978.
. A.207 plan entitled, "Glenwood 201 plan', completed in 1976.
The Wastewater Management Study reviewed the contents and conclusions of each
of those reports during the course of this analysis. The Wastewater Management Study
concludes that a site within the Aspen Glen PUD boundary is the most appropriate site for
a regional wastewater treatment facility within the study area. The report also identifies a
"service area" larger than the Aspen GIen PUD (and hence larger than the initial boundary
of the AGWSD) that can be served by a regional wastewater treatment facility located at
the site within the Aspen GIen PUD. The "service area" identified in the Wastewater
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Management Study can generally be described as the Crystal River Ranch Presently
undeveloped and lying southwesterly of the Aspen GIen PUD; the Coryell Ranch, owned
by Unocal, which is undeveloped and lies generally to the south of the Aspen Glen PUD;
and the Burry property, also undeveloped, lying generally to the east of the Aspen Glen
PUD.
In addition to the "service area" identified in the Wastewater Management Study, the
proposed site for the Aspen Glen Wastewater Treatrnent Facility has the potential to
provide wastewater treatment to an "expanded service area". Such "expanded service area"
is generally defined as the presently undeveloped land lying to the north of the Aspen Glen
PUD now owned by James L. Rose; the Sanders Ranch, undeveloped and lying to the east
of the Aspen Glen PUD presently ovrned by Unocal; and the developed property lying to
the north and east of the Aspen Glen PUD identified as "mid-way" in the Wastewater
Management Study and generally being within an approximate one-half mile radius of the
southerly intersection of Colorado State Highway 82 and Garfield County Road 154. A
map depicting the above described "service area" and'expanded service area" is presented
herewith as Figure II-1.
Aspen Glen Golf Partners, Ltd. agrees that the Aspen Glen Wastewater Treatment
Facility should be envisioned as a regional treatment facility. However, of all the property
discussed herein, the only existing development proposal is the Aspen Glen PUD. The
remainder of the property is either partially developed with existing operational wastewater
treatment systems of some t)?e, or completely undeveloped with no present or foreseeable
development plan.
The initial boundaries of the AGWSD will therefore only include the Aspen Glen
PUD. The proponent also suggests, however, that by this Service Plan, the "service area"
of the Wastewater Management Study and the "expanded service area", both as described
above and as depicted on Figure II-1, all be identified as "real property capable of being
served by the facilities of the District" as that phrase is used in C.R.S. 32'l-401, for purposes
of inclusion of real property within a special district.
In order to encourage all of the property depicted on Figure II-1 to seek wastewater
service from the Aspen GIen Wastewater Treatment Facility, the AGWSD will and does
hereby formulate the following annexation policy:
Annexation Policy of Aspen Glen water and Sanitation District-
The property outlined-on the map attached hereto as Figure II-1 is hereby identified
as real property capable of being served by the facilities bf the District as ihut phrur"
is used in c.R.S. 32-7-401. Such property includes, without limitation:
a. The Rose Property;
b. Two parcels_of real property owned by Unocal, one lying generally to
the east-of the Aspen Glen PUD and the other lyinggenJrally to the
south of the Aspen GIen pUD; and
c. The presently developed property in the approximate radius of one-
half mile from the s6stherly intersection of Colorado State Highway
82 and Garfield County Road 154.
The foregoing properties, as well as any other property which may be capable of
being served by the facilities of the District, are heriby defined as tie Service Area
of the District.
The District-encourages any or all of its Service Area to become a part of theDistricr The addition of territory into a special district is presently regulaLd by part
4, Article 1, Title 32 of. the Colorado Revised Statutes. Subject t-o tne provisions of
said Part, as the same may now exist or hereafter be amended, the bistrict shall
grant a petition for inclusion of any of the Service Area properties into the District
upon satisfaction of the following:
i- The District and the Petitioner for inclusion shall agree upon
the number of EQRs which will require service from the District within the
property proposed for inclusion.
ii. Based upon the agreed number of EeRs, the engineers of the
District, in consultation with the Petitioner, shall make a determination
regarding the capacity of the then existing waste water treatment facility to
provide service to such number of EQRs. In the event the plant's capicity
needs to be expanded, Petitioner shall bear the cost of such necessaryplant
expansion, subject to the right of cost recovery as set forth herein. In the
event that the plant's capacity is adequate to provide service to the number
of EQRs, because of plant construction or expansion previously funded by
others, the Petitioner shall agree to pay his pioportionate cost of the plant
capacity available to him. In such event the District shall be obligatia to
insure that appropriate treatment capacity is available to all parties that have
funded plant construction.
iii. The Petitioner for inclusion shall bear the cost of installation of
any necessary sewer trunk line from the property seeking inclusion to the
AGWWTF provided, however, the District shall bear the expense of installing
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that portion of any sewer trunk line which makes use of the District's
easement through the Teller Springs Subdivision. The District may require
a Petitioner for inclusion to oversize the trunk line at the time of installation
to provide for additional anticipated users to be served by or from such trunk
line. The additional cost of oversizing such line shall either be paid for by the
District, or paid for by the Petitioner, subject to a cost recovery agreement as
set forth herein.
iv. Upon satisfaction of the foregoing requirements, the District shall
provide service to the number of EQRs previously agreed upon within the
property included without the payment to the District of any portion of any
tap fee or system imprwement fee which is charged by the District andwhich
is attributable to plant expansion or system enlargemenN provided, however,
the District shall have the ability to enter into contractual agreements with
Petitioners who pay for plant or system expansion which generally provide
that such Petitioners may recover all or a portion of their expansion costs by
designating such costs as "pre-paid tap rights" which such Petitioners may tlen
transfer to the ultimate service users. In the event additional EQRs within
such property request service, the District shall only provide service thereto
in the event the capacity is available within the system and subject to the
District's regularly scheduled qystem improvement fees.
v. In the event a Petitioner for inclusion is required to pay for either
plant or trunk line capacity in excess of the number of EQRs to be served on
his property, the District and such Petitioner may enter into a cost recovery
agreement which provides that any future user who will make use of either
the excess plant capacity or oversized trunk Iine paid for by such Petitioner
shall pay a fee to such Petitioner for each EQR seeking such service. The
amount of the fee shall be determined on an EQR basis, by dividing the cost
of the excess plant capacity and/or oversized trunk line paid for by such
Petitioner by the total number of EQRs capable of being served by the
subject excess plant capacity and/or oversized trunk line. The Petitioner's
right to recover costs as set forth in such Agreement shall be limited to the
total amount he has paid for plant or line capacity in excess of the needs of
the property originally included within the District by such Petitioner.
vi. The District shall require that all internal collection lines within
an area sought to be included in the District shall be installed to the
satisfaction of and dedicated to the District.
vii. Any property included within the District pursuant to this
annexation poliry shall, from and after the time of inclusion, be subject to all
of the District's fees and charges, including applicable property taxes, except
as expressly set forth herein.
viii. As part of the Annexation Agreement, the District, shall, upon
request of the Petitioner, agree to forebear from objecting to any water right
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application which may be filed by such Petitioner pursuant to which such
Petitioner seeks a water right at the point of the District's waste water outfall
line for a quantity of water equal to the effluent attributable to the
development on Petitioner's property.
In addition to the foregoing annexation poliry, Aspen GIen Golf Partners,
Ltd. will perform the following tasks in order to facilitate regionalization of
wastewater treatment:
First, the developer of the Aspen Glen PUD has agreed to install oversize
wastewater collection Iines within the boundaries of the Aspen GIen PUD to
accommodate reasonably foreseeable future wastewater flows from the property to
the south of the Aspen GIen PUD under existing zoning conditions. The
incremental cost incurred by the developer to oversize these lines will be recaptured
by the developer through agreement with the AGWSD.
Second, Aspen GIen Golf Partners, Ltd. will dedicate to the AGWSD
easements at two critical locations in the Aspen Glen PUD to allow the property to
the south and west to eventually tie in to the collection system through the Aspen
GIen PUD.
Third, Aspen Glen Golf Partners, Ltd. has acquired an easement through the
Teller Springs Subdivision which will be dedicated to the AGWSD. By virtue of this
easemenf the District will have the right to construct an interceptor sewer line
through the pre-existing Teller Springs Subdivision which separates the wastewater
treafrnent facility site from the Rose property to the north.
Fourth, Aspen Glen Golf Partners will dedicate to the District an easement
across its property which will provide the property to the east of the PUD (across the
Roaring Fork River) necessary interceptor line access to the wastewater treatnent
facility.
Fifth, the developer of the Aspen Glen PUD has identified a wastewater
treatrnent facility site approximately 6.5 acres in size. This site is large enough to
accommodate a facility to provide service to the three phases of plant construction
presently envisioned, plus an expanded facility to provide service to all property
identified in the annexation policy set forth herein. Aspen Glen Golf Partners, Ltd.
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agrees that it will sell the identified site to the AGWSD for fair value under an
installment land contracl with the purchase price and interest thereon at market rate
to be amortized over ten years.
3. RESPONSIBILITY OF ASPEN GLEN GOLF PARTNERS. LTD.
Under the provisions of this Service Plan, and applicable provisions of the
Aspen Glen PUD, Aspen Glen Golf Partners, Ltd. shall be responsible for the
following:
Organization of the AGWSD as set forth in this Service PIan
Dedication of the easements and sale of the wastewater treatment site
as described herein to the District
Payrng for the construction and installation of the wastewater
collection system and all phases of the wastewater treatment facility
necessary to provide service to the Aspen Glen PUD, which are
presently contemplated to be Phase I and Phase II plant expansions as
described in more detail in Part IV C. hereof, subject to the right of
the District to enter an agreement designating such costs as "prepaid
tap rights" which are transferrable to ultimate service users; and
Upon completion of any construction, the dedication of all physical
facilities of the wastewater utility system and easements therefor to the
AGWSD.
From and after the dedication of the facilities to the AGWSD, the District shall own,
operate, maintain and expand the wastewater utility system as provided in this
Service Plan, applicable law, and the rules and regulations of the District as duly
adopted by its Board of Directors.
D. OTHER POWERS OF AGWSD
The powers of the AGWSD, as set forth in this Service PIan, shall be exercised by
the Board of Directors of the District to the extent necessary to provide the services
contemplated in this Service PIan. In addition to the foregoing enumerated powers, the
Board of Directors of the District shall also have the following authority:
a) To amend this Service Plan as needed, subject to appropriate statutory
procedures;
a)
b)
c)
d)
13
To forego, reschedule or restructure the financing and construction of certain
improvements and facilities to better accommodate the pace of growth,
resource availability, and potential inclusions of property wiihin the Sistrict,
or if development of the improvements and facilities would best be done by
another entity; and
To provide all such additional services and exercise all such powers as are
expressly or impliedly granted by Colorado law, and which ihe District is
required to provide or exercise, or, in its discretion, chooses to provide or
exercise.
The foregoing improvements and services, along with all other activities, will be
undertaken in accordance with, and pursuant to, the procedures and conditions contained
in the Special District Ac! other applicable statutes, and this Service Plan, as any or all of
the same may be amended from time to time.
b)
c)
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ASPEN 6LEN
WA S TE WA T€R MA NA 6 FTTENT7z-'-'-'7 sruor sERvtcE AREA
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1ru.DISTRICT BOUNDARIES, ESTIMATES OF POPUIATION AND VALUATION FOR
,4SSESSMENT
A. DISTRICT BOUNDARY
The legal description of the boundaries of the District is contained in Appendix 1.
Generally, the AGWSD will contain + 938 acres within unincorporated Garfield County.
The initial boundary of the AGWSD is the same as the boundaries of the Aspen GIen PUD.
It is now believed that at build out the Aspen GIen PUD will hae 632 residential
dwelling units with a total population of 1896 people. A breakdown of the type of
residential units proposed to be built within the boundaries of AGWSD are as follows:
Project Area (Net)
Total Residential Development Area
Maximum Number of Dwelling Units
Total Open Space Area (56.6Vo)
Overall Project Density
PUD Zone Districts
Z-Acre Residential
Total Area
Number of Dwelling Units
Density
1-Acre Residential
Total Area
Number of Dwelling Units
Density
314-Acre Residential
Total Area
Number of Dwelling Units
Densiry
938.407 Acres
463.1 Acres
632
530.9 Acres *
.67 DU/Acre
154.2 Acres *
2t
0.14 DU/Acre
37.0 Acres
31
0.8 DU/Acre
48.3 Acres
44
0.9 DU/Acre
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l2-Acre Residential
Total Area
Number of Dwelling Units
Density
l14-Acre Residential
Total Area
Number of Dwelling Units
Density
Duplex Residential
Total Area
Number of Dwelling Units
Density
Club Villa Residential Zone District
Total Area
Number of Dwelling Units
Density
Golf Course Znne District
Total Area
149.7 Acres
2t4
1.4 DU/Acre
24.0 Acres
74
3.1 DUiAcre
34.1 Acres
90
2.6DUlAcre
15.8 Acres
158
10 DU/Acre
190.7 Acres
- Golf Clubhouse Zone District
Total Area
- Op"o Space/River Park Zone District
Total Area
8.6 Acres
276.0 Acres
*Includes 55.6 acres natural park and wildlife easement which is also part of the 2-acre residential PUD zone
district.
ASSUMPTIONS
l. Lot Development Schedule
The anticipated residential
PUD is set forth in Table III-1.
schedule for the Aspen Glen
recreational area development
lot development
The anticipated
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schedule is set forth in Table III-2.
The development schedules shown in Tables III-1 and III-2 are sequentially
consistent with the Aspen Glen PUD phasing plan approved by the Garfield County
Commissioners. However, the residential lot development schedule indicates a
greater number of residential lots will be developed in 1994 than is indicated in the
approved phasing plan. Market reaction to the Aspen GIen PUD has convinced the
developer that the initial demand for residential property within Aspen Glen is
greater than expected. Acceleration of the development of residential lots is
authorized within the Aspen Glen PUD phasing plan pursuant to subdivision
improvement agreement.
TABLE III . I
RESIDENTTAL LOT DEVELOPMENT SCHEDI.JLE
IgE Tr?E 19tt 199a 1995 19t6 1997 1998 19rt 2000 I(,EIL
CIub Villa 158 158
Duplex 45 45
r/4 Ac!c 74 74
7/2 Acre 86 26 26 25 51 2t4
3/4 Acra 44 4{
I Acre 10 10 11 31
Eatate (2-Acrc)2L 31
TCZETL -0-175 35 35 36 51 95 158 5S7
17
TABLE III. 2
RECREATIONAL AREA DEVELOPMENT SCHEDULE
Market Value
Table III-3 indicates the project components by product type and developed
market value. The residential lot prices are finished lot market prices. For purposes
of this analysis, it is assumed that, on the average, the houses built on the residential
lots will have a value of two times the lot price. It is also assumed that the lots will
be developed and sold in a timely manner. It is further assumed that the build out
period for residential homes will be on a straight line basis over 20 years.
DBSEIOPXffiT
CNIEGORT 1991 1995 1996 1r 97 1994 1999 2000 2001 TCETL
colf courar
EqueBtriaD Center
Club Eouae
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TABLE III.3
ASPEN GLEN PUD DEVELOPMENTMARIGT VALUES (TN $OOO)
C. ASSESSED VALUATION AND PROPERTY TAXES
The assessed valuation of property is the basis for property taxation in Colorado.
The assessed valuation is a percentage of the actual valuation. Currently, the assessed
valuation of residential property is lZ.86Vo of the actual value of the property. Commercial
property and residential lots without houses are assessed at297o of the actual value.
'Ihe most important process in establishing the assessed valuation is determining the
actual valuation. The County Assessor will consider development costs, sale records,
marketing costs and other factors in determining the actual value of property in new
subdivisions. The results of adjustments for residential development costs, marketing and
so on may collectively be referred to as the "subdivision discount" to which all developers
ITEII./PRoIx,eE I'T VAII'B BOXB SAII'B TUETL VAII'E
colf course N/A N/A s 6 ,000
clubhouse N/A N/A 5,000
Tennio centcr N/A N/A 750
swiming Pool N/A N/A 250
Equeatrian Center N/A N/A 250
l(,EtL ror-RasIDE[':rnL $ \2.25(J
CIub villa s 11,060 s 22.L2O s 33,180
DupIGx Site.I 1.250 22 ,5OO 33,750
1/4 Acre siteE 11 100 22,2OO 33,300
1/2 Acre siteB 46,932 93,864 1d0,795
3/4 lcrc sitc!12 ,725 24,25O 36,375
1 Acre Sites 8,200 16, {00 24r500
Estate site8 7, 350 14,700 22,O5O
s 108,017 $ 216,03{s 32{,051
lo:rf,L s 108, r07 s 2 15.03d s 335,301
19
!dETL RBSIDT.TLAL
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are entitled. It is assumed for this study that the subdivision discount will be 60Vo of. the
market value for the first year after a residential lot is developed and 807o for each year
thereafter until either a house is built on the lot or 8O7o of. the Iots in the phase are sold.
The effect of the subdivision discount is to reduce the assessed valuation of property.
The assessed valuation for the Aspen GIen PUD is indicated in Table III-4 which is
based on the assumptions outlined above utilizing the current assessment ratios and constant
1992 dollar values.
TABLE III4
ASPEN GLEN PI.JD ASSESSED VALUATION ($OOO), BY YEAR
rEln cor{xERcI.At RESIDENTIAI,
I.AND
CO}IXERCIAL
I-AITD
ACRICI'LTURAI
zo$E
R.ESIDENTIAI.
ITOII{ES
1TIIL
1995 33 6047 250 42 26 44 9025
1996 333 10440 37 0 5 175 15985
1997 207 3 10416 0 7706 20t9 4
1998 2746 10402 10235 22753
1999 2 146 11061 t27 67 2597 4
2000 2146 13735 14928 30809
2o0l 2146 15563 17088 34797
2002 3586 75229 19249 38054
2003 3 586 14855 2 1409 19850
2004 3586 r3693 2 3570 40849
2005 3586 72255 254S3 4t324
2 005 3585 10816 27397 417 99
2007 3586 9374 29310 422't 4
2 008 3586 7939 3t224 427 !9
2 009 3585 5501 33137 43224
2 010 3 586 5063 35051 43700
2 011 3586 3524 36965 44 r75
20t2 3586 2 186 38878 4{650
2 013 3 586 147 40792 45125
2014 3586 0 4 1786 45372
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ru.GENEML DESCRIPTION OF FACIUTIES TO BE CONSTRUCTED
INTRODUCTION
The District will exercise its statutory powers to finance, construcf acquire, operate
and maintain the types of public facilities and improvements described herein and, as
necessary, to provide the public services set forth in Section II of the Service Plan. Where
appropriate, the District may also contract with various public and/or private entities to
undertake zuch functions, although no such contracts are contemplated at this time.
The Service Plan descriptions of the specific improvements to be constructed are
preliminary estimates and will be subject to modification and revision as engineering plans,
financial factors and construction scheduling may require. The following sections contain
a general description of the contemplated facilities and improvements.
B. WATER UTILITY SYSTEM
1. Overall Plan
Figure IV-1 indicates in schematic format the overall layout of the proposed
domestic water supply system, including water source and treatment and water
storage tanks. The figure also indicates the main transmission line system to be
constructed. Service lines to each of the individual lots are not shown therein.
The overall water system will consist of a well field for water supply; a control
building which will contain the electrical controls for the operation of the system and
the disinfection facilities for the well water supply; buried water distribution and
transmission mains with fire hydrants throughout the District; and two 500,000 gallon
water storage tanks to be located to provide a gravity storage supply to all users of
the system.
2. Desim Criteria
The proposed domestic potable water distribution system will consist of
pressurized water mains within a single pressure zone. Water system components
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will be installed in accordance with the applicable standards of the industry and,
more specifically, in accordance with the Colorado Department of Health Drinking
Water Design Criteria, where applicable.
System pressures will be controlled by water levels in the proposed water
storage tanks. Static water pressures will vary between 40 psi and 110 psi. Those
areas with static Pressures greater than 80 psi will require individual pressure
reducing valves on services.
Water mains will be a minimum of 6" and 8" diameter. Main transmission
lines will be 10" and 12" diameter, and will connect the two water storage tanks and
the control building.
The water system will be designed based on the following fire protection
assumptions. Necessary fire flows based upon the 1991 Uniform Fire Code (UFC),
Division III, Appendix A, have been estimated for the following areas:
TABLE TV.I
FIRE TLOWS
(1)
(2)
Based on a 75 percent (75Vo) fire flow reduction due to use of an approved automatic
sprinkler system; minimum 1500 gpm.
Based on a 50 percent (50%) fire flow reduction due to use of an approved automatic
sprinkler system.
Fire hydrant spacing and distance to any structure will be per UFC Appendix III.B.
TYPE OF DEVELOPMENT
MINIMT'M FLOW
AT EYDRANT
Commercial, including Lodge and Clubhouse 1500 gPm {r)
1125 gPm tt)
Single-Family Detached and Duplexes 1125 gPm t2)
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Water Demand
o Irrigated Area On Domestic Water System.
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Irrigation water will be supplied throughout the development in
two ways. Non-potable water delivered through a network of open
ditches and ponds will supply the golf course and clubhouse area and,
where possible, open space and building lots. Lots and open space
that cannot be irrigated from ditches or ponds will be served from
domestic water system. The number of proposed units served by the
ditch system and the domestic system are summarized in Table rv-l.
TABLE IV.2
NI'MBER OF LINTTS SERVED BY EACH TYPE
OF IRRIGATION SYSTEM
1) Numbcr of unita frm apprwed Bkctch plan.
2l Nunber of units that can be served from open ditches or ponde.
3) Unit. that do not havc a pond or ditch adjaccnt to a lot lina sill
obtai.n irigation watcr through docatic watcr rycteB.
It may be possible with additional planning to serve some of the
lots with ditch water that are now proposed to be served by domestic
water. An example would be the Club Villas where common area
could possibly be irrigated from golf course ponds or from ditches with
one irrigation system. Should additional areas be served by ditch
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UNIT TTPE TCITAI NO. OF
uutrsl
rYPE OT IRRIGATION SERVICE
OPBN DITCE "'"T8"2 DOXESTIC "t"tgr3
club villa 1s8 0 158
DupIex 90 50 40
l/4 Acre 't4 ,l 70
7/2 Acre 274 110 104
3/4 Acrc 44 lt 33
1 Acre 31 25 5
2-10 Acre!0 2t
TCf,TL 632 200 432
23
water, then the domestic water demand set forth herein will be
conservatively high.
The area landscaping for the lots will vary depending on the
size of the lot. Landscape area assumptions are outlined in Table IV-
3. Clearly, some lots may have more landscaping and some lots may
have less.
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TABLE IV.3
I-AND SCAPE AREA ASSI.'MPTIONS
UNIT TYPE IANDSCAPE AREA PER UNTT (SQ. FT.)
club viIIa 1,00o
DupIex 2,500
1/4 Acr€5 ,000
!/2 Acrc 7,500
3/4 Acrc 10,000
1 Acrc 20,o0o
2-10 Acres 2 O ,000
The total landscaping area by lot and irrigation service qrpe is shown
in Table fV-4.
TABLE TV.4
TOTAL I.ANDSCAPE ARF"{, BY SERVICE TYPE
(AREA IN SQUARE r'EET)
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ultar r:aPE
OPEIC DTTCB SY TEH DOHESTTC SYSTEU
NO. I'NITS ARE,A NO. UNITS ARE.A
club villa 0 0 158 158,000
DupIex 50 125,000 40 100, oo0
1/4 Acre 4 20,000 70 350,000
7/2 Acre 110 825,000 104 780,00o
3./4 AcrG 11 1 10,000 33 333,000
1 Acre 25 500,000 5 120,000
2-10 Acrea 0 0 27 420,000
Total Ft2 1,580,000 2,26t,oOO
TotaL Acrea 36.3 51.9
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o In-House Water Demand.
Projected water demand for in-house uses are summarized in
Table IV-5. Demand for the golf course clubhouse is based on the
assumption that the clubhouse is equivalent to a 100 seat restaurant
requiring 40 gallons per seat per day.
TABLE IV.s
IN-HOUSE EQRs
I EQR = 400 gallonE per day bued on { pcrlou cach uaing 1OO gallonc
per day.
club villa3 and duplex alG aaiuDed to hav. 3 pe!!on. per unit. t/4
to 1 acre aingle-fenily dctachd units arc agauucd to havll pcrlonr
per unit. 2 to 10 acrc unita are aaluucd to havc 4 peraonr pcr unit
with 50 pcrcent of thc lota having a Beparato caretakcr.s unit. A
carctakcr.! unit is acauned to havc 4 pcrlon! in addition to 4
pGrsona in thc priury unit.
Combined In-House and Irrigation Demand.
The irrigation and in-house water demands on a monthly basis
are summarized in Table IV-6. In-house demand remains consistent
throughout the year while irrigation demand peaks in June. In June,
the total demand is 62.55 acre feet which translates to a continuous
flow rate of 473 gallons per minute (gpm) or 0.68 million gallons per
day (mgd). In-house demand of 169 gpm (0.24 mgd) comprises
approximately 1.3 of the total demand.
1.
2.
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I'}TIT TIPE Ito. oF uNrrs EQR'S PER UrIT T!4!AI, EQR.S
Club Vl-].la 158 0.75 118.5
DupIcx 90 0 .75 67.5
1/4 Acrc 74 1. 0o 74.O
!/2 ^cre 214 1. 00 2t4.O
3/{ Acre 44 I .00 4{.0
1 Acre 31 1.00 31.0
2-10 AcrG.2l 1. 50 31.5
Clubhouae 1 10-oo 10. o
T(,ETL 633 590.5
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The water supply source for the Aspen Glen development
should be adequate to supply the peak day demand of the
development. The peak day demand is the amount used over the
maximum 24 hour use period for irrigation and in-house use. Peak
hour demands and fire flows, generally higher but of shorter duration
than peak day demand, are met from storage in the system. Peak day
demand in small municipal water systems is typically 1.4 times the
peak average month demand or 2.5 times the average annual demand.
Based on the demands projected in Table IV-6, the peak day demand
is expected to be between 650 and 700 gpm or 0.94 to 1.0 mgd. This
is the required capacity of the water source.
27
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4. Water Rishts
Aspen GIen Golf Partners, Ltd. has filed an appliation with the water court
for a change of water rights and for a plan for augmentation to allow for the
buildout of the entire Aspen GIen PUD. The developers have obtained water
allotment contracts with the Basalt Conservanry District and the West Divide District
that will satisfy senior water rights by making releases from Ruedi Reservoir to offset
domestic use depletions. The augmentation plan will allow for the legal diversion
and use of raw water supplies for the domestic water needs of the project. Sufficient
irrigation rights exist to allow for the continued irrigation of open spaces from
historic irrigation sources. Additionally, historic irrigated rights will provide the
supply of irrigation water to the golf course.
Currently, the water rights are owned by the developers of Aspen Glen PUD.
Upon formation of the AGWSD, the water rights necessary to serve the needs of the
AGWSD will be conveyed to the District. It should be noted that the water rights
currently owned by Aspen Glen Golf Partners, Ltd. are more than required to
provide for the needs of the District. Therefore, the deed of water rights will be a
portion of the water rights historically associated with the property within the Aspen
PUD and only as needed by the District to fulfill its obligations. The cost of the
water allotment contracts will be an annual cost that has been included in the water
systemO&Mcosts.
5. Domestic Water Source
The domestic water supply will be developed from on-site wells located
between Highway 82 and the Roaring Fork River on the Diamond A Ranch parcel.
Preliminary pump test results indicate that wells with safe lelds of 100 gpm can be
developed in gravel terrace deposits. Based on the estimated peak day demand of
700 gpm, 3 production wells will be required. Wells will be constructed in gravel
terrace deposits which are generally underlain by the Eagle Valley Evaporite
formation. Wells near the southern project boundary may be underlain by the
Maroon formation rather than the Eagle Valley Evaporite. Based on geotechnical
borings and two completed test wells, it is anticipated that the primary water
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producing zones will be at depths ranging from 70 feet to 100 feet below the ground
surfaces. Pump test results from the completed test well (Aspen GIen Test Wells
No. 1 & 2) indicate that wells should be spaced approximately 400 feet apart to
minimize well interference.
It is anticipated that wells can be constructed on the inside edges of golf
course fairways to avoid locating wells within individual lots. Figure IV-1 depicts
proposed well locations. Individual wells will pump to a central well house that will
house electrical controls, chlorination and chlorine contact facilities and high service
pumPs. The high service pumps will pump water from the chlorine contact tank into
the distnbution system to meet demands and to fill the storage tanks.
It is anticipated that the only treatnent required will be disinfection. Initial
indications from the test well show that the groundwater resource developed will
meet all requirements of the Primary Drinking Water Standards of Colorado
Department of Health. It is likely that some of the individual water users may elect
to install water softening equipmentwithin their individual residences. The need for
softening is an individual preference only.
6. trinished Water Storaee
It is proposed to provide trvo finished water storage tanks, each with a
capacity of 500,000 gallons. A hydraulic analysis has been made of the proposed
water distribution system for the District. It has been determined that, because of
the relatively long length of the projecf two finished water tanks should be provided
at the extremities of the project in order to provide for more equal distribution of
water flows and pressure gradients throughout the system. The location of the
storage tanks is shown on Figure IV-1.
The storage capacity is derived through three components. Those components
consist of fire flow, emergency and operational storage. Fire flow storage is based
upon a fire flow of 1500 gpm for two hours, or 180,000 gallons. Emergency storage
is based upon 12 hours of maximum day demand. Maximum day demand has
previously been calculated at 700 gpm. This results in an emergency storage volume
of 504,000 gallons. Operational storage is based upon the difference between peak
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hour and water supply capacity. Based upon a peak hour rate of 4 times daily flow,
and a duration of 4 hours, the operational storage should be approximately 285,000
gallons. The summary for storage components are as follows:
Fire FIow
Emergency Storage
Operational Storage
Total
8. Metering
All water uses within the District will
service will be based on actual water use.
responsibility of the District.
be metered. Billings for all water
The billing process would be the
180,000 gallons
504,000 gallons
284.880 gallons
968,880 gallons
Two 500,000 gallon storage tanks will provide 1 MG of storage.
7. Water Distribution Svstem
The water distribution system will be designed to provide both potable water
use and fire protection water to each of the platted lots within the District. The
mains will be sized to provide a minimum residual pressure of 20 psi when the
distribution system is suppllng the peak hour demand plus fire protection at any
gruen point. A preliminary design, based on the computer-generated hydraulic
analysis, has shown that the main transmission lines within the system will be 10" and
12", while the distribution lines to each of the lots will be 8" and 6".
Wherever possible, individual distribution lines will be looped, thereby
minimizing any dead-end lines. The larger transmission lines will be located
generally between the two finished storage tanks and the control building.
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I 9. Cost Estimates
Estimates of the cost of the domestic potable water supply system are
1 contained within Table IV-7. This infrastructure will be installed at the expense of
; e Aspen GIen Golf Partners, Ltd. and will be dedicated to the AGWSD.
t Estimated operation and maintenance costs for the domestic potable water
.- supply qystem are summarized in Table IV-8.I
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WASTEWATER UTILITY SYSTEM
1. Desien PIan
The wastewater collection system and wastewater treatnent facility (hereafter
WWTF) will be designed in accordance with the Colorado Department of Health
Design Criteria for Wastewater Treatrrent Works.
The Roaring Fork River, the receiving stream for the Aspen Glen wastewater
treatment facility, is classified as follows:
o
a
a
o
a
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Recreation - Class 1 Primary Contact
Aquatic Life - Class 1 Cold Water
Agriculture
Domestic Water Supply
High Quality Class 2
Effluent Limited
The Colorado Department of Health has further determined that the
treatment facility as presently proposed for the AGWSD is exempt from further
degradation review because of the dilution ratio for the Roaring Fork River at the
point of discharge. Th"y have also concluded that the facility will be required to
meet standard secondary treatment criteria. No additional ammonia removal will be
required and residual chlorine must meet state effluent limitations.
The collection system will generally consist of a gravity sewerline system with
manholes. Because of the topography of the site, it is anticipated that there will be
three wastewater lift stations with associated force mains. The main collection
system will run generally southeast to northwest through the project and will be sized
to accommodate not only the property within the AGWSD but, also, for any sewage
flows that may be contributed from the future development on the property to the
south and west of the Aspen GIen PUD.
The WWTF will be designed to meet tertiary discharge limitations. The
treafinent facility will consist of an extended aeration process for the secondary
33
treatment portion of the facility. The tertiary portion of the wastewater treafinent
facility will consist of mixed media filtration. A summary of the design criteria is
included in Table lV-17 for the proposed phases of the WWTF.
A site application for the first phase of the WWTF has been submitted to the
Colorado Department of Health. The site application is dated May 21,1993. The
proposed effluent limitations developed in conjunction with the Colorado
Departnent of Health are as follows:
. BOD, 30 mg/l I 45 mgl
. Suspended solids, 30 mgA I 45 mgll
. Fecal coliform, 6,000/100 ml / 12,000/100 ml
o Total residual chlorine,0.5 mg/l
. pH, 6.0 - 9.0
. Oil and grease , L0 mg/l
o Salinity, not applicable
2. Wastewater Demand
The AGWWTF has been designed to meet demand based upon known facts
with regard to the Aspen GIen PUD and assumptions and conclusions contained in
the Wastewater Management Study. The projection for population within the
AGWSD is taken from the Aspen Glen PUD development proposal. As submitted
in the preliminary plan proposal, the Aspen GIen PUD will have 632 residential
dwelling units. The Wastewater Management Report assigns a population multiplier
of 3.0 people per dwelling unit, so it is concluded that at build out Aspen GIen will
have a population of 1,896 people.
The Wastewater Management Study also concludes that the WWTF should
initially be designed to handle sewage from the presently undeveloped property to
the south of Aspen Glen and the Burry property to the east of Aspen GIen (those
properties identified as the "service area" of the Wastewater Management Report
and discussed in more detail on pages 8 and 9 of this Service PIan). There are no
present development plans for any of such property, and no reasonable basis to
project what the development plans for such property might be. The Wastewater
34
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Management Study therefore assumed a residential density based on existing zoning.
On this assumption, it is concluded that there will be a total of.423 dwelling units
and a population of.1,269 in these areas.
The wastewater flows contributed from such populations are calculated to be
189,600 gallons per day from the Aspen Glen PUD at build out and 126,900 gallons
per day from the additional properties. These flows are based upon a conservative
estimate of 100 gallons per capita day.
3. Wastewater Collection
The gravity collection system will be sized based on complete development of
the AG PUD and the undeveloped property to the south of Aspen Glen. The
gravity lines will be designed to flow approximately one-half full based on a peaking
factor of.2.5 x the average daily wastewater daily flows.
The wastewater lift stations and associated force mains will be sized based on
the buildout flows from the AGWSD and above-mentioned area. The pump facilities
will be designed hydraulically on a basis of 2.5 times the average wastewater flows.
The wastewater collection system will be phased to service the platted lots
within the Aspen Glen PUD as Final Plats for the various properties within the PUD
are developed.
Wastewater Treatment
The AGWWTF will be constructed in phases as follows:
o First stage
. Second stage
o Final stage
107,000 gpd
214,000 gpd
320,000 gpd
The Site Application Submission was for a Phase I facility for 107,000 gpd.
An Amended Site Application will be required by the Colorado Department of
Health for subsequent stages of the wastewater treatrnent facility. Those phases will
be constructed based on actual demand within the service area. Aspen Glen Golf
Partners, Ltd. will fund all phases of the WWTF necessary to serve the Aspen Glen
35
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PUD. Phase III and subsequent expansions, if any, will be funded in accordance
with the annexation policy of the AGWSD, or through public debt financing, if
appropriate.
5. Billine For SerYices
The proposed financial plan assumes that customers of the District will be
assessed service fees of $30.00 per month. This is a service fee for both water and
sewer service and the billings will be sent concurrently. This sum is a very
conservative estimate of a likely actual water and sewer service fee. The actual
amount of fees for wastewater service will be determined pursuant to the rules and
regulations of the District and will likely be based on water usage as follows:
For the l2-month time period from June through May, the monthly (or
quarterly) billing rate will be based on the weighted average of the prior five-
month period of water use from November through March. A minimum
billing rate will apply to all services.
6. Phasine/Cost Estimates
From a construction and operational perspective, it is appropriate that the
AGWWTF be constructed in three phases as actual demand dictates. Table IV-10
reflects an estimate of the cost of construction of the Aspen Glen wastewater
collection system, including oversizing the lines through the project as set forth
herein, together with the cost of constructing the first phase of the treatment plant.
It is noteworthy that the cost of the first phase of treatment plant construction is
increased because the plant is designed to an ultimate capacity of 320,000 gallons per
day, approximately 4|Volarger thanwould be necessary to serve only the Aspen GIen
PUD. Aspen GIen Golf Partners, Ltd. will install and construct the infrastructure
depicted on Table IV-10 and will dedicate the same to the AGWSD upon
completion.
Table IV-9 lists the estimated wastewater flows for the AGWSD. It is based
on the projected build out of the Aspen Glen PUD and makes some assumptions
about possible development on other properties which can be served by the
36
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AGWWTF. It can be seen that if there is no demand from outside the Aspen GIen
PUD, Phase I capacity will be reached in year 11. Assuming some level of
development outside the Aspen Glen PUD, it is possible that Phase I capacity will
be reached in earlier years.
Whatever the pace of actual developmen! Aspen Glen Golf Partners, Ltd.
shall pay for the construction of the necessary wastewater treatment capacity to sewe
the needs of the Aspen Glen PUD in accordance with the provisions of this Service
Plan. Under the present construction phasing, Aspen Glen PUD will require the
great majority of capacity to be constructed in the Phase II expansion. Phase II
construction of the AGWWTF if projected to cost $1.25 million and is reflected on
Table ly-12. Phase III construction cost is projected to be 51.472 million and is
reflected on Table IV-13. It is expected that the cost of Phase III construction will
be paid pursuant to the District's annexation poliry.
The operational and maintenance costs of the wastewater system as it relates
to the needs of the Aspen Glen PUD are tabulated by year and are shown in Table
IV-16.
37
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TABLE IV .9
ESTIMATED WASTEWATER FI'\\'S
IST STAGE
2ND STAGE
FINAL STAGE
AGWSD REGIONAL AREA TOTAL
YEAR DIJ'!0 (ec)ourr e (ec)e (ePd)
t l2 9,600 -0--0-9.600
2 6a 19.200 -0--0-t9,200
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t t60 (E,000 (0 t?,000 60.000
6 t92 57.600 60 tE.o00 75.600
I 22{67,?00 EO 24,0@ 9t.200
t 66 76,t00 100 10.000 l06,too
I 2EE 66,(00 r6 37.500 r23.900
t0 3?O 96,000 r50 45,000 tat.000
ll 352 105,600 r75 52.500 t5E,l00
r2 3Ea I 15 .200 ?@ 60,0@ r75.2m
1l 4t6 12(.E00 26 67.500 r92,300
ta 4{a t3(,(00 250 75,000 209.(00
tt $0 1Q3.000 275 E2,500 226,500
t6 5r2 r53.600 3m 90,000 2(1.600
17 5(4 r6l.m0 t6 97.500 260.m0
tt ,76 rz.E00 350 t05.000 m.M
19 60E 1E2.400 190 il7.5m 29(.900
6 61t r9?,900 a8 r26.900 lr9, t00
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NO.Its.M/UtSUruTIION ESTiMATED
QUANTITY
UNTTS UNM
PzuCE
totel-pntce
1 MOBILIZATION I Is $50,m sstffizD(CAVATION 4000 CY
Is
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s20,000 s20,maDEWATERING1$1qm0 tlQmo5RE/E6MAT]ON I $Is,m su,m6AERATION BASIN CONCRETE $m t45,m7DIGESIOR@NCREIB61t450rr?rsrICIJRMERCONCREIE62CYs5m$Lm9MISCBAITLES1Issu,0m $u.ml0SLUDGEPUMPIEA
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TABLE TV. T3
ASPEN CLEN WATERAND SANITATION DISTzuCT
WASTEWATER TREAru ENT FACI UTY
P}IASE3COSTS
SCHMTJESER CORDON MET,R
CAI-CUI*-TED: I-OM
FILBAGWW@S3
NO.|TE]Y{/DESCRImON ESNMATED
QUANTTTY
UMTS UNIT
PzuCE
TSTAI- PzuCB
MOBIUZATION 1 Is t5o,m E5o,m
D(CAVATION 4000 CY t5 $20.6]SMEWORK 1 Is s20,0m s20,m(DEWATERING 1 Is $lQOOO $10.00tREVE6NATION1Is$u,0m $u,0m
6 AER.q"TION BASIN CONCRETE 150 CY $m t45,m
DIGES'IOR@NCRETE 6l CY $450 srr,4t0
B CI-ARIFIER @NCRETE 62 CY $5m !lLm,MISC MFFLES 1 Is $u,0m $15.m
10 SLI.'DGB DSI/ATERING EQU IP M ENT 1 Is t$qm tuo,m
11 SLI.,,DCEPUMP 1 EA $lQOm slqm
ut BT,oWER 1 EA $25,m s25,mBAERATION PIPING 1 ls $sqoo t50,ml{CIARIFIER EOUIPMENT 1 ts $o,m tg),m
15 MECTIAMCAL BAR SCREEN 1 ls $25,0m $25,m
16 YARD PIPING 1T N L8 t0 tlqmt7M]SCPIANTFITIINGS 30 EA tao s7Jm
18 PIA}.ITPIPING 400 L8 s{0 sl6,m
t9 PIANTVALVES 10 EA t5m $5,mbBI.[I-.DING 6750 SF s75 s506,250uSPLTMERBOX2EA$1q0m $20,ma,FILTRATION UNrIS 1 Is $50,m $50.moCHI.ORINEEQUIP I Is $es00 szSmuMCCPAI.TEL 1 ts $20,0m s20,m6ELESTRICSERVICE1Iss$.0m s15,m
t6 TEI.^EME'TRY 1 ts $asm tesm
SU&TUTAL
@NTINGENCY
ICTTAL
tLl78,2m
$29{.550
$"{7a750
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I/. FINANCIAL PI-/W
SHOWNG HOW THE PROPOSED FACILITIES ARE TO BE FINANCED
A. GENERAL
The cost of the utility facilities necessary to serve the initial boundaries of the
AGWSD are set forth in:
o Table IV-7: Aspen GIen Infrastructure Costs - Water
o Table IV-10: Aspen Glen Infrastructure Costs - Wastewater (depicting both
the collection system costs and costs of construction of the initial phase of the
treatment plant)
. Table I]'/-12: Aspen GIen Wastewater Treatment Facility - Phase II costs
AII of the foregoing costs will be paid by Aspen GIen Golf Partners, Ltd., the
developer of the Aspen GIen PUD.
Table IV-13 depicts the cost of construction of Phase III of the Wastewater
Treatment Facility. Pursuant to the annexation policy set forth herein, it is anticipated that
the cost for Phase III of the Wastewater Treaturent Facility will be paid by the owner of the
Property seeking service from the District's facilities. Similarly, pursuant to the annexation
poliry, the cost of auy additional system expansion is anticipated to be paid by the owner
of the property seeking service.
Additionally, the District will, subject to applicable law and the affirmative vote of
the electors of the District, have the ability to iszue general obligation bonds to make capital
improvements to the facilities of the Districl No specific bond issues are anticipated at this
time.
In the event the District should determine in the future to issue general obligation
bonds, it will be done in accordance with the Special District Act and applicable provisions
of Article X, Sec. 20 of. the Colorado Constitution (Amendment 1). The advisability and/or
need to incur any such indebtedness would be determined by the District's Board of
Directors and subject to the affirmative vote of the electors of the District. The terms of
any such indebtedness would depend upon market conditions at the time of issuance. The
proceeds of any such bond issue would be used to capitalize interes! pay necessary and
customary legal and issuing expenses, with the balance of the funds, plus interest earned
38
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thereon, to be used for the pulposes of the approved bond issue.
Because of the commitment of Aspen GIen Golf Partners, Ltd. to pay for the utility
services necessary to serve the Aspen GIen PUD, however, the AGWSD, unlike most
districts, will come into existence without the need to incur any bonded indebtedness. The
only expenses that will have to be funded by the AGWSD are the operational costs of the
utility systems. The estimated cost of the annual operation and maintenance of the water
and wastewater treatment systems are shown in Tables IV-8 and IV-16. The only capital
exPense now anticipated to be funded by the AGWSD will be the purchase of the
wastewater treatnent facility site, valued at $295,000. This acquisition cost will be
amortized over ten (10) years at an interest rate of 85Vo per annum, with paynents
commencing in the second year of operation.
Table V-1 is the required mill levy analysis for the AGWSD. It reflects the revenues
and expenses of the AGWSD.
Monthly service fees are assumed to be $30.00 per month for both water and sewer
service. The required operational mill levy assessment commences at 7.98 mills in the first
year of operation and drops to 1.09 mills in the seventh year of operation. As the assessed
valuation of the District increases, the required operational mill levy will decrease.
Table V-l clearly indicates that under the provisions of this Service PIan the
AGWSD is a financially viable District. It must also be noted that under the authority of
C.R.S. 32-1-1001 the District will have the authority to assess fees, rates, tolls, penalties and
other charges to supplement the revenue set forth on Table V-1.
B. COMBINED ORGANIZATION AND AMENDMENT 1 ELECTION.
Following approval of this Service Plan by the Board of County Commissioners of
Garfield County, the proponentwill file an organizationalpetition with the Garfield County
District Court in accordance with the provisions of Part 3 of the Special District Act. It is
anticipated that thereafter there will be a combined election on the questions of organizing
the District and setting its initial financial structure as required by Amendment 1.
This election will be conducted as provided in the court order, and the provisions of
Amendment 1, the Uniform Election Code of 1992, and Part 8 of the Special District Act,
both as amended by House Bill 93-1255. Under the provisions of Amendment 1, all ballot
issues (which include the initial financial structure of a special district) shall be decided at
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"a biennial local district election." Pursuant to C.R.S. 32-1-803.5 the court shall order that
ballot issues be determined at an election combined with an organization election. C.R.S.
32-1-805(1) provides that regular special district elections be held on the Tuesday
succeeding the first Monday of May in every even numbered year. The proponent is
therefore planning to have the combined organizational and ballot election for the AGWSD
on May 3, 1994.
Under H.B. 93-1255, the combined election questions will include whether to
organize the District, the election of initial directors, and all Amendment 1 ballot questions.
Thus, the ballot may deal with the following topics (in several questions, but not necessarily
using the exact divisions shoq'n here):
1. Whether to organize the District;
Z. Membership and terms of the initial Board of Directors;
3. Approval of new taxes;
4. Apprwal of a maximum operational mill lev56
5. Approval of bond and ottrer indebtedness limits;
6. Approval of an initial property tax revenue limiq
7. Approval of an initial total revenue limit;
8. Approval of an initial fiscal year spending limit; and
9. Apprwal of a four year delay in voting on ballot iszues.
Ballot issues may be consolidated as approved in the court order. The County should be
assured that the organizers of the AGWSD intend to follow both the letter and spirit of
Amendment 1 and applicable statutes during the organization of the District. Future
elections to comply with Amendment 1 are not specifically anticipated at this time, but may
be held as determined necessary by the elected board of directors of the District.
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W. DESIGN AND CONSTRUCNON STANDARDS
See separate section entitled, "Design and, Constntction Stand,ards" at conclusion of report.
4t
WI. CONCLUSION
It is submitted that this Service Plan for the Aspen GIen Water and Sanitation
District meets the requirements of Section 32-I-201, et S€9., C.R.S., as amended. It is
further submitted that, based on the above information and upon the counsel of financial
and Iand use advisers, the following conclusions can be made with regard to the proposed
District:
There is sufficient existing and projected need for organized service in the
area to be serviced by the proposed District
The existing service in the area to be served by the proposed District is
inadequate for present and projected needs.
The proposed District is capable of prwiding economical and sufficient
service to the area within its proposed boundaries.
The area within the District will have the financial ability to discharge the
proposed indebtedness in that there is no indebtedness initially proposed.
Adequate service is not, or will not be, available to the area through Garfield
County, or through other existing municipal or quasi-municipal corporations,
including existing special districts, within a reasonable time and on a
comparable basis.
The facility and service standards of the District are compatrble with the
facility and service standards of Garfield County and each municipality which
is an interested party under 32-l-2M (1), C.R.S.
The proposal is in substantial compliance with any master plan adopted
pursuant to Section 30-28-106, C.R.S.
The proposal is in compliance with any duly adopted city, county, regional or
state long-range water quality management plan for the area.
The District will be in the best interest of the area proposed to be served.
Therefore, it is requested that the Board of County Commissioners of
Garfield County, Colorado, which has jurisdiction to approve the Service Plan by
virtue of Section 32-L-204, C.R.S., as amended, adopt a resolution which approves
this Service Plan for the Aspen GIen Water and Sanitation District as submitted.
A
B.
C.
D.
E.
F.
G.
H.
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A.
l. Single-Familylssidenriatlrnir(perunit).
Single-family- homes, individuat U-iUJ ,6ilU"homes, mobile homes on singtc t"u, *j-"[iU"
homes established as permanenr residencel
--
[up to four (4) bedroomsJ.
a) For each additionar bodroom or additionat
bath or additional bedmom, add
-----'
b) For inigated green {pae, such as tawns
and gardens, see Section (DX2) b.6;.
c) For inigation of common areas or Darksin the suMivisions of sinele-famil;-
residential unirs, sec Sad'on (DXi) betow.
2. Duglex, inctuding mobite homc units.
a) For inigated green spae, such as tawns
and gardens, see Sectioo'COlCZl b.i;;_
b) For inigation of common 1r€2S 6r rurtn,,*i'G,ii ; ;rt?f"rc 3ffi"f(D)0) bclow.
NOIE: Iq4 plv&ga of all kind arc not
included in the-abovc,fr... Orrfy onctir.ghen-q n4iuea in each iingl":f*,iiy
unit and in cach half of a Oupt&. lf eresidence h1lore than onc'kitchen, thenadditional EeR ntues shoutd bc assignJin accordancc with multi_fanili residential .units. A kitclreo is defined oL .ro
having facilities for cooHng _a Airf,*ashing.
EQR YALUE
t.00
0.t5
2.00
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EOR SCMDULE
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3. Multi-tramiry\esirtenriatlhirs. fnart.ents, condominiumr,townhouscs and similar facitities in'the ;;';;;L, anosmall cabins in courts not rssociated with ,norcir;'iil ,r.r,units hing intended for long-term rental.
NOTE: Values exclude more than onc kirchen per
yniJ; lvimming poots are additivi V.tro
mcrude common laundry facilities or
Tdj"ld-rrl laundry hookups. e Uarfr isoerned as any uea having a toilet
a) 3 or morc bedroom unit (per unit) I.O0
b) 2 bedrmm unit (per unit) 0.9
c) Single bedroom or studio unit (per unit) 0.t
O For inigated green sp?€, such as tawns
and gudens, see Section-(DX2) below.
-
1. Innsient Residental Units. Hotels, motels, mobilc\*" portt, dormitories;ecreationrt
"et
icte pil;short-term rental unis in residences, bed and
breakfast establish men ts, and si m ilar faci I i ties.
NffiE: Values include laundry facilities in mobilehomes. Othenrise, laundry facilidar, central
kitchen facilities and swimming pools arcadditive. Room counts sfra[ ii'ciuAei**
furnished to cmployees. Values for recreational
yehicte garts i*rui" ont"r [.rr,il; faolity,but not laundry, rctait or restauranispac*.
a) lvfanager's unit, usc multi_family olqe]cfamily Sec paragnphresidential unit classification as ipplicabie - I &.Zabor,c(per unit).
b) Mdets, hotets and rooming houses without
kitchen facilities.
t Rooms having not more than two @)beds (per rental unit)
ii. Rooms having more than two (2) bedsper rental unit (per additional bed space).
- o.fl)
0.05
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0.10
B.
Motcls with kitchen facitities.
L Units having not more than two @)availabtc bcd spaces 1pe, ecfr
available bed spacc).
-
it Unib having more than nvo G) availabtebod qp..., (per renral unit).
*
Mobile.home parts (per each availabte spac€or per liring unir).
Dormitories without cooking facitities (percach rental bed).
Recrearional vehicle parks (Tac€s filled byrecreational vehicles on a year_round basisshatt be evatuated under,f"L;;i; iorcpark'category.
i. Camping or vehiclc spaccs wirhout
sewer hmkup (per space). .
ii. .eTpinq or vehicte spaces wirh sewerhookup (per space).
iii. Camper dump shtion.
ffirH,H,:trflH:*@washing
t{9-lor central kirchen facititics per Section(BXt).
lgr.inisated_green qpa@, such as tawns andguden, see gscri., (DX2) bdo; '-""
t..
Restaurants, bars, lounges, banquet rooms and drive_ins.
a) Restaunnts and bars (per I0 seats).
r^R VAI TIII
0.o
r.00
0.35
0.{0
By Special
Rcvicw
r.qt
0.65
45
a
0.35
0.15
0.50
0.40
r.60
b)
c)
1.
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B.nqucf roomr (per t0 scats).
Drirr-ins (per car stall).
hln{r.o,qra! (commercial laundries evaluared per (BX{)
and @)(5), below.
i. per buitding, uSC (BX4), betow.
ii. per washing machine or availabte hookup.
Service Stalions.
i. per fuel nozzle.
ii. Add for each bay/rack where cars c?,1bc washed.
. Non_grocery storcs,offices and industriat,r..r.hoG, $;ilg no proceswater or nondomestic waste to.ds, anj ,rnich use thcsanitary sewcr only for non-solid waste diqposat-
a) For each toilel or urinal with manual flush
mechanism.
b) For each toilet or urinal with continuous floy.
c) For ach taratory, sink or mop sink
O For ach $rower, tub or combinatim.
e) For each washing machine or available hmkup.
0 For ach o6er water-using fixture or appliancc,except as otherwise qpecined in this t"ble, - --'
including drinking fountains wt ictr are notcontinuous llow or decorative fountains whi6recycle wata.
d Continuous flo-w drinkint or decorative fountains(non-recycling).
EQR VAr ITF
0.50
t.00
0.20
0.30
0.20
0.30
1.00
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0.3
0.6
0.2
5.
6.
7.
E.
hrbcr-Rearrty Shogs. (per chair).
Theaten. (per 25 scats or part thereof).
Grocery Stores. (per 1000 squue feet or part thereof).
commercial establishments which discharge process water
P 6: *]l-otion sysrem shail bc evatuared-brr.d ; -'-
uecuon_(4), above, and based on the metered water inflow
Oer 1000 gpd, maximum day).
Churches. (per lm seats; reclories or other livingueas are additive.
SthS. Day care centers, pubtic and private dayrhools.
NCI'IE: Schools include administrative ccnters;
warehouses; buildings for equipment ;pairand/or storage (such as Uuses). S*i;#rt
poolsand similu facilities are additive,
v
Stalf includes
_t€e9hcrs, tibrarianr,
custodians and administrative perionna
associated with schoot functions.
r) Mthout gym or cafeteria (per 50 potential sMenBand shlf.
b) W.ipout gyl b:r with_cafereria, or with gym butwirhout cafebria (per 50 potential il;;i;;il;rD.
c) Wirh gym and cafeteria (per 50 potential studenBand staff.
Imgaled freen Spacc. For-inigated green Sps€, such aslawns and gudens, see Section [o1ZfU.fo*.
E2R VALT E
2.50
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2.10
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CLASS OF USE
:
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D. SPFNIAI CLASSIFICATIONS
EQR V^ I rrF
l. . (For cach lffiO quarcfeet of inigared gre* +;d:
Inigated Green Slnce.
a) Singte-family residential units, duptexa and multi-family rssidential unirs shall U"-.tior.a tiOO {;fry qf ilrigay glfn space ior each 1.0 EeR orhenvisccalorared unti this schedute. tr rhe catcutation resuttsr*r*:4,ryq9;41E16=
by nultiplyir
5250 qrnre fcet of irrigated gii.n spacc allowed).
Foreach addidonal t00 sguare feer ofirrigatd greeo space above ttre attoweA
amounl, add (ess amounts prorated)
!c..t., 1,0 EeR, but 50m uquro feer of
T"t.ry tleea spacc - l5OO square feetabove rhc 350 squarc feet aUiieO: l.j r0.15 = 0.Z2SEeR added to *itor.r,s EeRvalrc).
b) Tnnsieot resi&ntial units, commerciat
clasifications and church .nA scf,oof
clasifrcations shall bc assignJ aOddonat
#LHffi'frfliilffiffififfi*fk
schedute, an flitionat 0.3j Eai Or any---
-*
irrig:q treea qpacc up to 35d sgrnre fecrper EeR
(e.g., 2.0 EeR's wirh 4000 square feet of inigatedgreen slace .qr{r^2gf_rq*; feer of irni;&-*Br.T spn-.e qI r{ EeR. 0.35 x 2.0 EQi,a = O.zOaddirionat EeR" Toral EeR ,Jrc wil il i;0 Ed;d.
Add, for each 1.0 EeR orherwise calculatedunder this schcdulc, in additionat O.l5 EQRfor each t000 quare feer of irrilared green
0.15
48
EQR VAr rJE
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spacc hyond 3500 equare f..t p.r EQR.
(e..e.,2,0 EQR's wirh 8500 q;o ferr of
T.C.l.d treen space cquals liS0 squre feet
9l-{lg.t d g,rcen space per EeR. n. n rt3fm qgre feet per EeR addi0.?0 EeR as
abovc. The additional ?50 quarc fetr of
Hg.a green-space per EQR adds 0.15 per
EQR, or a roral of 0.30 EeR. Toral EeIi value
eguals 2.0 plus 0.?0 ptus 0.30, or 3.0 ftR's;.
3.
Sepante-buildings which housc swimming pools or hot
tubs, and which are not covered by any other classi-fications in this fee schedute, shall'bc ivaluated
gnler Section (BX4), above, as well as thc
following.
Swimming poots, per 25,000 galtons of capacity Qesseramounts shall be prorated accordingly).
Hot tubs and spas
t.m
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4.Unclassified Uses. For any water use or water-usingtry.pf ol ap_pliancc not otherwisc covered by this-
schedute, the Board of Directors shall derermiie
the EQR valuc on a cas+by-casc basis accordrng toanticipatd water usc and &nsumption.
49
CLASS OF USE
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A PAR.EL oF LAND
'ITUATED rlr Lors 23 AND 2: 9F sEcrro, 12, Lo/:rs rAND 3 TlrRouGH 16 0F sEcrrou 13 AND r-or1 -r r,xo-i-bi'si.rrox 2r,TOI{NSHIP 7 SOUTH RANGE gg T,JiSt AND l}r_i-rri SW}SEI, SEISE\ AND I,TS1' 6, 7. 9 THR.UGH 11 AND 14 THRoucu--i1..gr secrroi rb AND THENE\NEI AND IOTS 1, r rfN6i]CH 12 AND rr iHi6UGH 17 Or SrCriON 19 ATDrrr' xel'x'ot r,o ry rori 2,-'; rHnoucH 1i,-'i3, AND 20 op sucrrox zoAND IN I,TS 2,.3-I_.41 8,'AND 9 OF SECTiOX ZS, ALL IN TOI,JNSHIP ?SOUIH, RANGE 88 T^IEST Or t,i SIXTH PNrXLiPrr. HERIDIA}I, COUNTY OF3HII|36 i3^ffi"s-s:-RADo; sArD pencnr.'aErNG xons-iARrrcurARly
(ALt. BE"\RTNGS CONTATNED HEREIN ARE BASED ON A BEARING OP;" 3.; 3l; 6J* iiTj#J1X 1iHtrjA,":illR_:i 3 ill' I 9"3 io *, o * oIX
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NTCTXXiXG AT THE]9RJH ONE_QUARTER CORNER O.F SAID SECTTON 20, A BL}TALI'IHTNI'IX ctP FouND rx p-raci:- , THEN.Es oo'12'3or E ArpNG ,riEJtnnr,viixn-oFs,rl?_Intm1 rrza.ss
'EET
TO THE SOUTHEAST CORNER Oi i}]?..I"iffii,-i 1!* .I,r,UrrirUir CAP FOUND INpr-AcE; T',ENCE S 89'38'40.-B er,oNc iHU rioilrirpryy LrNE or s,*o Irt 19130s.3s FEET TO THE XoniHEes'r conxnn ot-;ill.p, 19, A BrJ{ ALUHr}nucAp FoUND rN pr-AcE, rHENce i-oo-6i;;;;'""i-*. rni-nr'driir,v LrNE oFsArD r'.,r re, rj28e-qa.rnET ro r,u sourHiesr conxEn oi'jiro r.or 19,ALSO BErNG A porN, or iin- xonruEnr,v r,iir! o-F siio--rrd. zo, A Br.,uALUHT'TH cAp F.UND rx -lirecB; rHExtfi .g-.-.1e",?ir ?.^_ro sArDNoRTHERLI LrNE 13o{ . or rinr'.T9--Tlp Eilr-qu^RrER c_oB}rER
-op
sEcrrop20, A Br.H ALT,THTNUM CAp iorrro rx pr,rc-ii-rilEXCr s or.23r5o! E ArpxcTnE EASTERLy LrNE or srro-bt 20, rlio.ls__pEET To rHE sourHE sr[{ui:ii,:^'l"}ff&'f;, t;l;l#yilil1 # FouND rx piiie; rnnxci-ro A porNr oN rHE u.rsrEnii-i1Ne or ieio-#ll!,?rifl,^iii;i$,r:$FOUND IX PI,ACE, T*IENCE I-O''I;,A;J,'",#NG. T,IE UTSINM,V LIHB OFH - ffi-.'"# f..'ff ## .f;*i|d "SI # com rnG' 3fr o^
^,,o1 r 0,AluurNux cAp-FouND ii- iiic* rxnxci-J!li,:;1:nfr#iJ *IEASTERLT LrNE -OF SAID _T.Ui
-2, gri.ir iPPl * A. POINT IN TTIE.ENTERLTNB OF rHB noenrxc-i.onr nrven;-rfilqr N {{-oo,oo, n ArDNcSlli#iffipulnP ztz -oi- rBm; rnExci-'-co*-rr*ur,c ArrNc sArD
:ilr3Hrx3r ?i:iiiiii r 3r3:3i ii$; i*ililsffitffiixfo* sr3cENrERLr,, i ui rii
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-CONTI}IUING AI'NG SAIDcENTERLINE N rr.oo,oo,, w iog.oo FEET; rHENin coNTTNUTNG ALoNG sArD
A-l
ASPFN CLEN CLUB P.U.D.
PRop Fqrv onscn r-peroF-
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ASPEN GLEN CU'B P.U.D.
PROPERTY DESCRIPTION I
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CENTERLI}IE N I?]OO'O6O I{ 238..90 FEET, THENCE CONTINUING AI'}IG $ID.ENTERITNE lr r8'oo'oor H a;t.oo i;#; iiiiii"e coxriiiiiiiii eroxo .uo
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'di.oo
.rEri iiiiirce coxiiiiuiiid erpxc srro
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i ;l ifi lr xr x',,, .,,ri[ {,"1ij"r",,,:rH $${i"q'ii-r#-trffi:#iLrNE 0F ror r3 gF sArD sEcrr_o]r_ zor r*uie
-r,n.vrxc-;ri;-cENTERLTNEoF RrvER AND AroNc rHE sourrirnr,v irNi 6iior_rr -or il6 Lr.*rox ,oN 89'15',57r n l1q.eg '.EET
*d'II" sou*n[sf conr.ren o" * ,H)s Ilf,lTft",HJ,l11if.1 q,ti ,:i Htf*EIilL,As ; li:*iiii i1s61.80 FEE,, THENCE N ir'#|ooi-Fil;i;.g:-_IE"* ro rrin EA'TERL'LrNE 0F ror 2 0F sArD srcrioi za; rnrric-Jiayl-1rc sArD nrsrrnr,y rrxnN 7800?',.{,. ,, 13s{.es r-n-n-i Q_l'porxr6n t-l$rr'Rly LrNE oF sArDr'ut 2i rlrENcE AL.NG rxe wisinnr,v riiri-o;'uq L,,t 2N Oo.27rs5r B811'92 FEET fi) THE sourHnesr-connan-oi'!g3 ,o, SHENCE ALOlrc rtsEsourHERLv LrNE 0F rrn ra oi_sero iB&ioxi-l__J-8i.;;;;;; H 133s.68FEET 10 nrE sogr' oHn-euARTT conxnn- or igg sec,uox-rl, BErNG AcARFTELD couxry Bness cen-i6y1?^ i!,;iA;;i.gryq, eroic_rnE NoRrs_sour, .ENTERLTNE Op sArD-sncrrou rr-x -oors3_r?6.
E srii.os *m roTHE N'R,H oNE-QUARrnn conxnn or srrb-ir*r-"r rr, ex-ifr,i-rx pr.AcE,r'uENcB N oo'11-,14' w iinN'i_THE Xa*G:ii,sl cexrmr,rxe op sArDsEcrnro* 12,. {s8.62 rnET-r6-1 roniT-brN iilu _"e"rERLr iicHr_or_nryFENcE or cARFTELD couNTi ndep^xo._-rosl--^ *pll AND cAp i.s. ,rgsgaFotrND rN Pr.AcB, txBncs-s ii:i9_,oe ,-i-irpxc'-stro nrcnr-oF_wry pEHcEss3.88 FEE*, THEN.E coxr:rryu.1xc ffNc ";l-r^D nr*m-oi_wry pENcEs oe'os'{'" E q9:r{rliritrrn", cox,iirniiNc-AroNc s.rio Rrc'r-op.ir{Ay FEN.E s 17'42rs6i, a,-iLe. :r rrut;",iHinct exrrxurxc-Arr*c sArDRrcHr-oP-I{AY pENcE s eotoj;1!" _s-i?s.iI' rr3r, rHE}rcE bxrrxuucAr'o'c sArD Rrcnr-or-wri iixc-i_s- ti'iir;6u:_.-r_ .g?:ee izrr; *rENcBLEAvrlrc sArD Rr_cur-or-irer iiixg: ruro io.u;wr:rc Alr D(rsrric rrxcrx 8s'53'oe'r B 99-2:ri riirrilHnx"r-conrffi;Nc Arolrc siiil Exrs?rlrcpEHcE
', 81'50',{o' i -io'ie
rErr; mrrixlii-corr'rur}rc eroxc sArDExrsrrNc rENcB N 01'SO;iji-E J_2:-zs i-n-nri ,,_ErcE corrrmlr*G Arr*cillir#iTlXg fENcE
H ot-'43-'3on E 1iit,, IE!r; ,*nci-NoHG rlr,FEE* ,'avci x iL:.fidi f :,i1ii.S$_,$' ;E$#;#il,it 13,#2s op sArD sEcf,roN 12, rxiH-Ce_ Ar^oNG af -rr,inrH:r,r
LrNE oi srro rm2s s 8e'40'00'.1 1f i'o ffin-b rHe cii*dilr* op rlrE nornrxc ronr<RTVER, THENCE AIONG IH'_CiHTERLINE rii;]X11.RIVER S iZ.{3'OIr E163'{6 FEE', THpj'rcE COHrnruixc .rrpxc iir;"c_rxrERlr,E op RrrfERs 30'{s'18" E 16_3-.28 risTi'"frlNcE coxrrxuiN-c }I,.NG SArD cExrERlrxuop RrvER s 51'43'osr f-iiz.ig_r'Er; ilii,?i1_ggx"r*ur,G eroxc sArD.ENTERLTNE op RrvER s-ll-5ir_s_2" r izirii-ipr, ,,*Na; EOxrr*rrxcAr'oNG sArD cENTenr,rxf o-r n-r-vEn s rr=l-rl-rir'r 2s5.65 FEET, THElrcE
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iloix"iiri .ruu p.u.D.
PROPERTY DESCRIPTION
CONTINUIHG ALONG SAID CENTERLINE OP RIVER S 3{'02'{I" E 318.15FEETi THENCE CONTINUIXC ET,OHC SAID CEXtg;;INE OF RIVERs 3s'41',{sr E ,2:^s.-l:-Fl'ri-rnrx"r coHfrxui.ry ryoxc sArD .EN?ERLTNEoF RrvER s ss'3sr1B,r n rie .iz FEET; riexcn coNTTNUING ALoNG strDcENTERLINE oF RrvER s 63.49r03r u l-se.-i;- lEm; THENcE coNTrNurNGAI,ONG SAID CENTERLINE Or NrVNR S 5?.;fiZ)" B-q{'.;'i}iirI THEHCECONTINUING ALONG SAID CENTERLI_NE OF UV'N i Ii'iii,ii dii,.26 FEE'TTo A porN? oN THE NoRTnERLy LrNE or iii -rz;
THEHcE u.rvrxc sArDCENTERLINE OF RIVER . N 89'49'4OU *-IOE. q4 FEET rO-rXS-'XORTHEISTcoRNER op r0r 11 0F sArD spcrrou rsr riilcd eroxciis-i;tERLy LrNEoF sArD rcts l1 AND 1{ oP sArD sB-criori-ia s oo.o;;ooi's rtre.srFEE:I ro TUE souTHEAsr coRNER oF se!o-- ro1 ri; THENcB ALoNG rnESOUTHERLY LINE OF SAID I,OT ^1'- S E,-'58'i7N- W LZiISJ-i,,r IO T,IEsourx cENTER oNE_srxrEENrH ggl-NlRr- sr:rx-C e Br.Ir ALuHTNuH cAp rNPIJCE; THENCE AI.ONG THE EASTERLY ,OI'NDARi O" !g, 15 OP SAID SECI,,O}Ita s ss'35r33rr w rrl.ii'-ii.*r- rHnxin'-N-_89.55r0s" i-uoxc TrEsourHERLr LrNE^oF rHE NlNlswLr_9t i6:;; i"* ro rHE .ENTERLTNE opSAID ROARING FORK NIVNN;' iXifiCE'AI,oNG'iliiI CENTERLI}IE Or RIVERs 25'46's{' It }9r-.-2?. rniri'rillNgE coH,xurxc Ar,oNc sArD .EHTERLTNE.oF RrvER s oz'4Br26n w isg.iz FEET; rriixtp coNrrliurNc Aronc sArDcENTERLTNE oF RrvER s l6.r9rrs, e igi.ai-rnm; THENcE coxTrlrurxcAI,ONG SAID CENTERLINE Or NiVUN S-E6'ii;iSi E 205..10 PEEtr, THENCECONTINUING ALONG SAID CENTFII.INE OP NrVtN. X ZE]ST'TTN E 16{.3{FEET, THENCE CONTINUIHC rr,OXC- SAID CNH',i,iiliINE OF RIVERN 81'4?',36' E z3g-.r-z inni; riinxcs coxir;r}!" ArrNG sArD cElrrERLrlrEOF RIVER T 78'29'O3N B ZiI.iS-5NMI' rriiirtg CONTINUING AI'HG SAIDcENrERLrltB op RrvER s Bl.4sizsn E ifill6-Irlr; THENCB coNrrlrurHcAI'NG SAID CENTERLINE Or NiVE-N S_Ci'.Ji]iZ: E 3?{^.I? FEEI; THEilCEcoNTrHUrlrG AT.ONG sArD crHrsRrrxr or nrvin -i re'.lg riir- E 211.62FEEri THEN.E courr*urxc ii,oxb sArD cnri,ilirlrNB op RrvERs o7'22'3r' B r]:--rr_inei; -rr'xcr conriirurxc Arpp6 sArD .ENTERLTITBoF RrvER s 2s's1r{8i n zis-.is rnm; ruiHtp_goNrr}rurxc ArrNG sArDCE}ITERLI}TB OP RIVER S OE'IgiSS" r iOg:gd-lrP* TTIENCB @HTIXUIXGAI'NG SAID CENTERLINE Or NiVrA S-Ai'iiiiT E 259..gg PBE*; TIIEHCEcoNTrlrurlrc Ar,oNG SlrD cuxirnr,rxr or-iuvry s le-toroo, B 5?3.86FEEf,r THEN.E coNTrNurxc ir,6xc- sArD cnirliir,E or RrvERs se's3'sl' E 2l?:?2 rnrr; $irycE coxrimlfrc AroHG sArD cENrERLrlrEoF RrvER s {r.s6r3z. s 3ie.de rBm;--tx-i-ndf__coNTrlrurxc Arrxc srrDCENTERLI}IE OF RIVER S ZrZi;:T S-iE6^.'iiir"q, THENCB CONTINUI}IGAr'oNG sArD CENrnnr,rxg or nrvrn i ol-.s?-rsi" E 81.11 ,EEE ro THENoRTHERLI LrNE_ oF roT 3 oilgo srcrroi ib, rHuxcE x 88.33113. nAI'NG THE NORTHERLY Lrrrg Oi irrO o,4 i-5;SIU- IEEf, M rH'-XONTMTESTCORNER OP SArD I.Orr 3; THIXCi'Oo'Oi;AiJ'i AI'NG THE I{ESTERLY LIXEop sArD Wr 3 rzs.ti rinr-ro r,s sourrrwnlT CoFlrER or siro Lor 3;THENCE N 89'ss'18', g Aro*i i]e sourHeru-f r.rxE oF sArD rDT 3 697.48FEET To THB sourHEAsr conxrt oF sArD rot-!^;
-THENSE x oo.-ol,oor HAI'NG THE EISTERLY LINE Or I;IO rPr r i;;.i3 -ryM TO THE NORTHFTSIcoRNER oF r,or 3 oq sArD sectroN zo, rilxci coNrrNurxc lirnc srroWESTERLY LrNE N OO'O{'OO" W 151.Eg- rEEr'-rO E POINT ON THE
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A-3
PAGE NO. I
ASPE}I GLEI CLUB P.U.D.
PROPERTY DESCRIPTION
SOUTHERIY LINE OF THAT PARCEL OF IAND DESCRIBED IN BOOX 31{ PAGE160 OF THE GARPIELD C,UNIY C'NNX AND_NiaiOBN'S OFFICE; THENCE NBl'4e's{r E ALoNc sArD souiHinly LrNE rs.iC rnEr ro A REBAR ArD cApL'S' Illo60 F.UND rN PIA.EJ-'tHeNce coHtliriiNc Ar-NG sArD sor.rrrJERlrLrNE x 85'29rr2r E 4z.{o-F;ET To A nrnt.,n-rxD cAp L.s. ,r{060 FouNDrN PI,ACE; THENCE CONTINUIXCErcXC S,rri-SOi,tHNNr,V LINB S 85'{9'{1.E 103.69 FEET; THENCE COXTTM.ITXC AIONA SAID SOUTHERLY LINBs 88'22'3on n a.a.^e1 13g, tilnuce r nsBAR-li-o cer L.s. ,1io6o BErRss s6'3s'o3n E r-.0_2 ti*ti"iH'nxce coH,,-Hu-ixc ercxc sArD souTHERLrLrNE N 8o'{2r2rr E ;;.il'iniri To A nnsAR en_o cAp L.s. ,1{060 ForrNDIll PLACE; THENCE CoNTIlrUtfrC.r,f.oXC sfiO-iourHnnr-V L1NE N 6{.50,S{.E 99.s8 FEET m A REBrn exo cep r.s- Trroo-o FouND rN pracg, mrElrcECONTI}TUINC AIONG SAID SOUITTE.RLY LINE iiiO;ir,s{Il E 3?.g2 FEET TO AREBAR AUD cAp L.s. ,1{060 Foul.rp_ !r nr.riel -rxnxcp
coNTrNurNG ArrNGSArD SOUT}IERLY LINE S 84'IZiVZl E Ii.ii'FEEr TO A REBAR AND CrPL.S.
'1{060
POUND IN PI,ACE; rrNXCr COXrrrru:rXG AI.,',G SAID SOI.'T}IERLYLrNE s 59'18rrs" n sa.io rirt_ro e nrgAR exo c.rp L.s. ,1{060 FoITNDrlr prAcE, THEN.E coNrr*urxc ercryc silo-iobxnnr,v LrNE s {0.58'58rE 62.22 FEET To A RrBAR AND cAp L.s. ?uooii FguND rN pracE, Tr{E}rcBCONTI}TUING AIONG SAID SOUIiNNT,Y LINE-S Z-i'iA'{{r B 153.29 I.EET fi'A REBIRAtfD CAp L.s. ,14060 io.q.r1H nr,eci; THENcE coNrrlrurNc ArrNcSArD SOUTIIERLY LINE S 33'SO'I?!' r rO/.gI FEET TO A REBAR A}ID Er,PL.S. ,I{O60 FOUN_D rX P'ECN;-TH-ENCE COXrirrUiNG AI'NG SAID SOUNIERLYLrNE r 63'os's4' E zge.ie ;iET ro- i-xiiir oN ,,rE SOrrrHwESrERLrRIGHT-OT-}IAY OP THE DE}TVER C IP Ci.rXOB rriir'Nrr RAII,ROAD, THENCE II35'09',r6'.r{ Ar.oNG sArD nrc:Ht-br-wAy sgr.gi,FEES TO A poixr oN TrrEI{ESTERLI LINE Op^ sero xnlmrlr_(wunxc-:"-nrn AND ctp L.S.
'1{060
BEARS s 20'19,{en E r.oe' rinri; iiiuxci r*io.os,szn e-iirxc srroT.IES?ERLI IINB 1360.94 FEET *-II" XONtrrrBlT CORNER OririO NEt}IHt,A BLH Nr,lrrlruu cr,p Fouuo ix llacr; rrnHiii 82.{5r3sr i-erpxc **N.Rr,ERry LrNE o:. _sllD ,;imrfir_-ju l;i';;ri, I9_@BEcrNlrilc, sArD pARcEL coHiiin,rc iiil.;;;'AcREs, r{oRE on lrss.
EXCEPTIXG FROX MIB ABOVE DESCRTBED PROPERTY-A TEASE A}ID AGREEHENTFoR rn,
'ALE
AlrD prniH.lsf-or cnevei--ftd6nouo Dr RECE,TT'N NO.ig:llir$ rBrr".rHff coragry crrnr< erio -i.rconorn,s_ oiircE BErNc
A PAR.E[.F L*HD srruATBD rN rprs ]_: _zl s, 6-, ?, 11 & 12 oF sEgrro]r13, Tor{rrs,rp 7 SOrrfH, nexci-ig_w"sr exb-rx-rgT" 1, 91 10, 1r , rro15, 16 r 1? AlrD l['nrg- i[1ii_1_ &- $i]r'&'ra, r6r.ir,srfrt z sourn,RANGE 88 HEsr op,THB srxri iniNCrpAL unniilien,-courri-oi cenrr'r.D,;fil3,,3: corrRAm, sero p.r,ircii sBrHc uonr penrrcur-rnr,y DES.RTBED As
(ALL BE.TRINGS C.ONTAINED HERETN ARE BASED ON A BEARINO O'Is oo'ol'(6', w BE.{EEX r,e Honirrwrst conlren'oF sArD sEC. 20 AND THEwEsr QUARTER C.RNER or serb-lic. 20, rs86-'Bi^lr Ar,rr,.-ceps-ix pr-AcE)
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A-4
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ASPENGLEII CLUB P.U.D.
PROPERTY DESCRIPTION
co*HENcrllc AT.THE N'RTH ouAlrlR coRNER oF :A]g sEc?ro* 13, AllD AxtEix;*'?'ffix'.'"i,lli!-,i*;f iij$Imrciiurou*iry,.oRinTHENcE N or.3o-r iza;-E -.,,ftl"i r* Cod*729.75 FEEI: THENCE COX'riiiNXC EiOXJiliO EASTERLY LINBN o1'{3'3on L-lrri-gi rnh rc ii; rw^i_ogNan or^roi- r oF sArDsECrroN 13; THrlrcE r,revix. slrD nesrrnlv.l:lr^__s €9.52709,r E AIONGTHE N.RTHERL, LrNE ofirro-Lor 1, ioi;; T-ET _To A porN' BErNc s.oFEE:I soururdEsrERr-y or--,ixi Lo_ngnrioH. birqr, _-rHENcB rii rolronrHcII,ffi ;if*ff ,i.K'fo' iklflTffi ,?1'r: i,rve -rinn i6,i,r,n nsrERLy
34' s 23'50'!3" E {i{.iz FEET To A por*T oN ,n*p Ercr.oF IDr u op sArD srmr-ori r?i_ niuci.,"tii:![[H"].1ffi,:"1il;EASTERLY LrNE or'- sero-lii-ir-eno- ior'-i; o-, .^rD sEerrolr-r8 622.?lFEE., TO A POIN' SN,XC i. Ci if't WrSr}Nr,}- # ,,, HrGH WATER LINE OF
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A-5
t.J1bTJ N(,. O
ASPEH CLEN CIJB P.U.D.
PROPERTT DESCRIPTION
THE WESTERLY BANK OF THE ROARING FORK RIVERi THENCE LF^,\VING SAIDLCTT LINE THE FOLI,OI^IING FIVE (5) COuNidJ AI,ONG A LINE BEING FIVEFEET I.IESTERLY OF AND PARALLEL TO THE HIGH WATER LINE OF THET,IESTERLY BANX OF THE ROARING FORK RIVER:
1. s 52'llrog,r t{ 31.96 FEET2. S 55'Ogr57n H 79.59 FEET3. S 59'32r47n W Sl.ti FEET{. s 36.29150r t{ 11.g5 rnET5. AIONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT }IAVINGA R.ADIUS OF 1033.63 FEET AND A CENTRA; ANGLE OP2I.35'2?', A DISTANCE OP 389.50 FEET (C.}IORD BEARSS {9'22'26n H 387.20 FEET) To-i porm ,H^THE NoRT}tERLyLrNE oP THE swlsul oF SAID sncrrox ie; tHnxce s g9.5gro6i Il ALoNcSAID NORTHERLY LINE 231.22 FEE:T TO TiTB-'NbNTHn'EST CORNER OP SAIDswlsn\; THENCE S OO'rerrri w-er.oxc rHe wBSTERL, r,rxn or serD St{tsEt331.72 PEET TC' THE SOUTHI.IEST CORNER Or--rHN XIXISWISNI; ,,TENCEN 89.55'O5N E AIONG ITIE dOUTHERLY LINB OF SAID NINTSWTSET 59.71FEET To A POINT WHTCH IS FIVE FEET WNSINNT-'Y OF T'I{B Hr6U WETEI LINEOF THE WESTERLY BANK oF fIIIE RoARING PoRK nTvnn; mENcE AIpNG A LINEBEING FIVE PEET }TESTERLY OP AND PARALLET, TO THE HIGH T{ATER LINB OFTHE I{ESTERLY BANK OF THE NOMiXC FORK RIVER AI'NG THE ARC OP A NOH-TAucENr cuRvB TO ruE LEFT UeVrxc A neorus oF roli.ei-iam AND ACENTRAL A}IGLE OF 16'13'196, A DTSTANCE Or-i-g2.65 PEEA (CHORD BEARSs l1'48'son H ?i6-'-2?-F"r*fr'mrENcE rnevixc sArD prvE Foor oFFsEaLINE N 89.2!'12N W rS.i'-i;E'i'TO A POrXt-ON ITIE FISTERLY LIHB OFT.AT L7 OP SAID SECTION rE; THnXCE i-O'O;JiiTA'H AIOHG SAID EASTERLYLINE 716.59 FEET TO flrE iOUiirEST CORNEN Or SAID IDT I?i TI{ENCEs 89'46',00', W ArrNG rHe souTibnr,y LrNE Or -Sero wr 17,289.1r pEErTO A POINT ON T}IE qlSrNNr,i NrCHrrci-TIAY OP COIOiUOO NIDIANDRAII,ROAD, TBENCE X 3O'32'Tii W AI-NG SAID EASTERLY RTGTIT-OF-ITAY1822.07 PEEfi THENCE COXTTXUTNG AI,ONC SiiO EASTERLY RIGHT-OP-TAYN 3o'2tro2n tl ?83.?s rrrr ro A porNT oHTELLER spnrxcs _su_s_owriioxi' ruENcE N rrryf,.?J"ITfr1,pt?;SOUTHERLI LINE 5.5? TEEf, T'- , STIDpAncEL coNTATNTNG r2o.rri rcnns, HoRE oR LESS.
ALSO EXCEPTING FROH T1IE ABOVB DESCRTBED PROPERTI A PARCEL OP IAXDsrruArED rN rrcs 1 errD s of iuc:rrox rt- roilEsr ^rxo rH iors 4, 6 exo-i di :rg:ri!. ,;, TSSI#r"g's,h*)fiI"lB88 FEsr op rHE llx'i, pnrxcip.ri-y_rn10rexr-60uxrv op cARprELD, srATES5"ffrff**' sArD PAR.EL sErxc uoRE 'penucur-enr,v DE'.RTBED As
COHHENCING AT THE NORTH. QUARTER CORNER OF SAID SECTION 13; U A)OEIN PTACE, THENCE S gE'09'Z{i E 2469.81 FEET fi) A POrNT O}I THEEASTERLY LINE OF THE LEASE A}ID AGREEMENT TON TBE SALE AND PURCHASEOF GRAVEL PARCEL, , THENCE LEAVING SAID
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A-6
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PAGE NO. 7
ASPEX GLEN CLUB P.U.D.
PROPERTY DESCRIPTION
EASTERLY LINE S 86'5{'4On E 90.38 FEET, THENCE N 83.^t1rLZ,, E ll2.3gFEE:T; THEN.E N 48'46,rs', E 165.4s FEET; iHixcs a ii.;;ri;, B 2{6.06FEErr THEN.E s 82'13,r0,, E 2ro.86 FEETI ixexcu a id.i;,;;n E 296.12FEET; THENCE S 37't6r3In E 360.BO ffrC; iHEXcg s {{.2gr4gn t{ {?.1{FEET To A PorNT oH THE EAsTERLy lrxn 6r i,rro lnrs-n Jl,xo ecnEEilENTPARCEL, THENCE N 52'21'15' T{ 35.90 rEEt; THENCE iOXtiTUING AI'NGSAID ETSTERLY LINE N 7{'03'O.6N W 68.83 FEE"'; UEXCi''CONTINUINGAI'NG SAID EASTERLY LINE N 69'18''1{i-W-iE.Zg FEET, THENCEC.NTINUING AI,NG SATD EASTERLY LINE N sg.i ;;;;:. ,
.iT.,,
FBE*,THEN.E .'NTIHUING AI,NG SAID EA',ERLY r,ixe X 'ie'giri,"' * 5t.01FEETi THENCE CONTINUING AI,ONG SArD NESiANT,V LINE N 6?'05'38' N73.67 FEET, THENCE CONTINUING EIOUC SAID NESINNT,Y LINEN 5o'09'{6i r{ 91:sz rnm;'-riruxce coNTrNUrNc ArpNc sArD E[srERLyLINE N 51.{6'39N ! rrr.rS FEET, THENCN CONTINUING AI'NG SArDEASTERLY LINE N 52'18'O?II W 96.50 FEET, THENCE CONTINIJING AI'NGsArD EASTERLY LrNE N s2.49r53, w se.ei FEET, THENcE coNTrxurxcAI,ONG SAID EASTERLY LINE N Oi'Ir'r1'N H 80.52
'NNI; THE},CECONTINUING AI'NG SATD EASTERLY LINE H Eg'Tg,-gi-; *'fi,'' PEEf,,THENCE CONTINUTNG AI.ONG SAID EASTERLY LINE X I''r!,ii. II 56.28FEETi THENCE CONTINUING AI'NG SAID NESiBNT.V LINE N 5?'18'29' W52.81 FEET, THENCE CONTINUING ETOXC SAID EASTERLI LINEN 59'30',r?r '' 68..30 rnrr;-'i-HnxcB coHtrrurxc ALON. sArD ET'TERLYLINE N 65.{3'26N W gI. iS FEET, tHEXii- CONTI}TUING AI'NG SAIDEASTERLY LINE N 5{.12'24n W 91.37 rnut_:g @BEGTNNTNG, sArD PARCEL CONTATNTNG 5.4r? ecnns, HORE oR LESS.
I1IE ABOVB DESCRIBED PROPERTY TS ALSO SUE'EET TO THE GARFIELD COUNI,YROAD NO. 109 RrGHT-OF-I,'AY DESCRTBED AS rOr^r,OWS:
A 60'00' l{rDE PAR.EL oF rAND
'TT,ATED rN rrt 23 op sEctro* 12, Iotdi3, 1r 51 8, 10, !2, 13, AND 16 or sncriox rr, Lup i;;-Jicnrox zr,ALL rN TolflisHrp--z-souri, nencr:g _wasr, ft6 rN lr4s 8, 9, A}rD l? opSEC',ON 19, TOT{NSHLP-?
-3O!MI, RANGE EE'WEJI OP THE SrXUi PRINCIPALX"*IDIA}I, C.,OUNTY OF CrNrrdrO, Sr^rr bi COIORADO, BBING HOREPARTICUIARIY DESCRTBED AS TOT,rcWS:
(AI,L BEARINGS CONTAINED HEREI}I ARE BASED O}I A BEARTNG OPS 00'01,46r H BHIIfEEN rHr HOnrnransf COnXUn g,f SAfD SECIION 20 AlrD
ff'rLfil)QU^RrER coRNER oF siro sn&rori-io, res6 arx-eiiirNux crps
coHMENcrNc AT THE N,RTH .NE-Q,ARTER coRlrER oF sArD sEcuo, 13, AlfAXLE rN pL"AcE; THEN.E n t6-i1,ii;'"rr-^^rrn" THE NoRTn_sot*HCENTERLTNE oF sArD sECTroN 12, 4s8.62 FEET To e -poixr oH TtrEEASTERLY RIGH*_OP-I{AY FENCE OF GANFTTiO-iOrrXtY NOEP-irb. TO9, AREBAR AND cAp L.s. ,tssss FouND rN i*g!. @BEGI}TNING, THENCE S 13'28'04't E ET,ONCJTTO P16g1'-95'-P1Y FENCE553.88 FEEf,; THENCE CONTINUING AI,ONG SEiO-NTCHT-O'-WAY FENCE
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P,rGE NO. 8
ASPEN CLEN CLUB P.U.D.
PROPERTY DESCRIPTION
S 09.05'IIN E 565.53 FEET; THENCE CONTINUING AI'NG SAID RIGHT-OF-WAY FENCE S 17.42'56'B ?i8.56 FEE:T, THENCE CONTINUING AT'NG SAIDRIGHT-OF-WAY FENCE S 4O'O3 '42N E 1?5.51 FEET; THEN" CONTTNI.'INCAI,ONG SAID RIGHT_Or-WAY FENCE S 3''IOrO-E" U IEJ.gJ-FrNr; THENCELEAVTNG SAID RrGHT-oF-WAY FENCE AND ALoNc iHn EAsTERLy nibHt-oF-wAyLINE OF SAID COUNTY ROAD HO. 109 S ri''Ci,O6! E ZS.OC FiN,rU THENCECONTINUING AI,ONG SAID EASTERLY RIGHT-OP-WAY i iO'ii'dA-i E 562.19FEET, THEN.E ..NTTNUTNG Ar-NG sArD Eesrpru,y nrcxt-oi:wii ArDNc rHEARC OF A CIJRVE TO THB LEFT IIAVING A RADIUS Or SZEi.iI'rg,* AND ASTIry,fl:"[ oF 05'sz,zsn, A DrsrA*cs oF,?j?:rs_-r;E*- ic.nono BEARSRrcHr-or-wAy.::i''.i",Tf,uliiH.!Si*ilH,&*s;ili3#"ffi ISATD EASTERLY RIGHT-OP-WAY ALONG TXN ENi OF A CURVE TO THE RIG}IT}IAVING A RADIUS OF ?30.33 FEET, E CEXiNEL ANGLE Or-ig;;;,TiII'EDISTANCE OP 25I..7?.IIET (CHORD BEARS J i6';;;;?; i',i6.THENCE coNrrNUrNG ArrNc ieio EAsTERLv-niiHr-or-wAy s oi:3.Iif)i156'75 FEErt THENCE CoNTTNUTNG Ar,oNG siio ErsruRLy-niinr-oF-wArAI,ONG I,IE ARC OF A CI,RVE TO THE LEFT rrEVrXC r NEOiUi'Jr 1635.67FEEr, A cENTRAL ANGLE oF r-s. :z^,9d , f 'brsgucu oi-sis. zg pEEf,(cHoRD BEARs s 16'96157rr E s43.ze -rierir-rno." coNTrNurNG ArrNGSArD BSTERLY RIGHT-OF-WAY S ZO'OrI}bi E I1.q5 rdiU THENCEcoNrrxurNc AroNG sArD EASTERLy RrcHT_or:t{lf f zg-.-oz,.iii E 36?.48PEEf,, TTIENCE CONTINUTNG AI,ONG SATD NESiNNT,Y RIGHT-OT-HAYS 29'19r{6n E 501.69 fuUf; -THENCE
COXTfHU,NG AIrNc SAfD EASTERLYRfGHT-OF-!{AY S 32'I5r5O'r E 38.29 pEEt; THENc]r CONTINUfNc AIoNG SAIDEASTERLT Rrcnr-oF_wAy s 3{-46,46n E eqg.Ig
-F.!nu fiuxcr ioxtrm;rxcAI'NG SAID EASTERIY RrGHT-OF-WAY S +A'Oii]!' ,-rA.OI rNi,U THENCEcoNrrNUrNG AL.NG sArD EA'TERL, nrcHr-oi-wry J;itis,;;; B 4?e.98FEEtr, T1IENCE CONTINUING AIONG SAID EASTERLY RIGHT-OF-T{AYS 57.36'0I' E 517.80 FEEf,i THENCB COHiITUTTG AI'NG SAID EASTERLYRrcHT-0p-r{Ay s ??'49t23, E Lo?.4? rnnri
-rHENcE coHri-xirxc .r-rrNcsArD Rrclrr-op-wAy s z8.ser34n E aoi.oi pEErr-risiii..LoHrrxurxcAI'}TG SAID RIGIIT.OF-I{AY AIPNG THE ARC OF A C.URVE rO-TIl; Grt HAVINGA RADrus or 1oor.z9 pEEf, AlrD A cnxrniiDrsrAlrcB op 2o?..e8-_p!Ef,,-(ciono BEAR' " 4.$:i?"T rtl.trr'lr"k;lTHENCE CONTTIIUTNG ArrNG -srip RrcHT-Or-wiy-x e9.;6-rlr-, r iir.02 PEESTHENCE coNrrNurNc ArrNG sArD RrcnT-or-wiy'!,ouc rHl eic-ir e crrRvETO THE NIG}IT HAVING A NADIUS OF 19O.TO TiM AND A CENTR^L ANGLE OP62'50',0{" A DrsrANcE op 208:1! _rrr; iclooo BEARS s s9.28'1s'r B198.19 FEET), THENCE CONTINUING AI'NC SrrO RIGHT-Or-TiAYS 28.03'13" E 259.67 FEETi THENCE COXTTXUTNG AI'NG SArD RrGHT-OP-wAy ArrHG *rE ARc op A cuRvE TO-THE rfrf xevrxc e neoiti:o' 149{.5{FEEA AND A CENTRAIT ANGTE Or }::,--'u",'A-DISTANC' OF
-ii.OZ
FEE* ,(cHoRD BEARs s 3z.r8,zrn E 18_o.:s FeBril THENcE coNTrNurNG AroNGSAID RIGHT-OF_WAY S 46'33'28N E ASg.g'9'rNEf; TTIENCE CONTI}rurNGAI,ONG SAID RIGHT-OF-WAY AI.ONG THE ANC- Or E fl,*VE'TO #;'i;;il;HAVING A RADIUS OF 102{.62 PEET AND CENTN.II, A}IGLE Or-G'52'05,, ADrsrANcE oF 3ss.3o FEE, (cHoRD BEAR' s li'ti;li; i'rii.u, FEEr);THENCE CONTTNUTNG ALONG SArD RrcHT-OF-r^tAy s 26-41r23'r E 161.gl
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yAUU ito. g
ASPEH CLEN CLUB P.U.D.
PROPERTY DESCRIPTION
FEET, THENCE CONTINUING ALONG SAID RIGHT-OF-WAY ALONG THE ARC OF ACURVE TO THE LEFT HAVING A RADIUS OT TSOJ.AT FEET AND A CENTRALAllcLE oF 08'22'5?tt, A DTSTANCE oF 228.30--FEE[, (cHoRD BEARSs 3o's2'52n E 278.0S nenfl-;-THEHCB coNrrlrurNc Ar,oNG SArD RrclIT-OF_I.JAY S 35.04'2Or E 518.2S FUET T9 A POrXt OX rXB SOUTHERLY LINE OFTHE SIEVERS PARCEL, THENCE N 89'TS'SZi'ii.,JbXC SAID SOUTHERLI LINE6.66 FEEf,, THENCE CONTINUING AI'NG SAID iOUTHENT,Y LINEs oo'ol'2so r{ s9.78 FEET; iiuxcp coNiixuixi r.rcxc sArD sour}rERtyLrNE N 32'31roon t! rzaj.oo-FEEf,, timcn coNTrNurNG AIoNG sArDSOUTHERTY LINE N {?'20'OO'I I{ 761.4i rENt tO E POINT ON THE T{ESTERLYRIGHT-OF-I{AI OF SAID COUNTY ROAD NO:'iOg; THENCE AIONG SAIDHESTERLY RIGHT-OF-T.IAY AI,ONG THB ARC ON i CUNVE TO THE RIGHT HAVINGA RADTUS Op 1s5{.54 FEET AND A cEHrnei-}xgl,E or-og.ror39rr ADrsrANcE or 260.76 FEE[, (CHORD BEARS Nr-51r33.-W zed.is rnur)iTHENCE coNrrNUrNG ArrNG sArD nrcur-oi-nly x-je.or7ii.r'w 2s9.6?FEH'; mENcE coNrrHUrNG AroNc sArD nrcir_oi_nif;;ic inr ARc oF ACURVE TO T}IE LEFT HAVING A RADIUS Oi TiO.TO FEET AND A CE}ITRALAN.LE oF 62'50',0{n, r orsrexcE or rqz.o8-iinr, (cHoRD B,^RSN 59'28',lsn H r35-.qr_rt"*fi-rHEXCr coxrrxurxc ArrNc sArD RrcHT_Or_wAy s 89'06'{3r W !7?,SZ rnur Tg A poixf ox rtru sourHERLr LrNE OFTTIE SIEVERS PARCEL; TTNNCE N 47'20;OOirr'i,OXC SArD SOUTHERLI LINE41.37 FEET, THENCE CONTINUTNG AI'NG SEiO'iOUNrNruV LINEN 8I.5?'OO' TT 723.48 FEET TO A POIHT-OX-'Ti HESTERLY RIGHT-OP-IrAYop sArD GARPTELD COrrlflry RoAD NO. 1o9i giiiics x 57.36101r H lrr,csArD wesrERry Rrclrr_oF_tiAy s.r3.lz rdpu'tnuxcn coNTrNurNG ArolrcSAID T{ESTERLY RIGHT-OF-I,IAY I 5'' 35;;;; ,, 486. 06 FEEf,, T}IENCECONTI}TUI}IG AI'NG SAID WESTERLY NrCHr-6r-TiAY i- Ii.Or'5ii N 50.02FBET; II{ENCB O)NTINUING AIONG SAID WBSTENiV RIGHT-O8-WAYN 3{'46',{6" r{ 656.82 FEE*; ra-exce coHfruuiNc ArpNG SArD HESTERLTRrcHT-or-HAr N 32'15rson t{ 4r.64 rnnu tiixce coNTrxurNc Arolrc sArDwEsrERLy RrGHr_oF_r{Ay N 2s.19:-19, w sgi.ii-ruur, TTENcE coNTrNurHGAIONG STID T{ESTERLY RTG}iT_OF-IAY X--Zg'6iIiE, W 3?2.O! FEBfi THENCEcrc,rr*u,rc ArrNG SArD WESTERL' nrcHt-oi_iril x 2o.4lr2'. ,, 13.75FBHT; TIIINCB CONTINUING AI'NG SAID TTPSTENii RTGHT-OT-HAY AI'NG T}IEARC OP I CURVB rO TTB RrGHT }IAVING E Nrr,iUS.-OP 1695.6? rEE? A}ID Af;TFlt,ii:T ?r 1e'01,{6n, A DrsrANcs-op l-e.?:y_ IlEs (cHoRD BEARSRrc,r-op-,rvx'r'."'r'rrj.T';Iiqlil_1:x:d;,iH#fml,li*nffi
sArD WESTERLY RrGHT-oF-I{AY ArrNc r'f-elic tr. e cuRvE To THE LEFTHAVTNGARADTUS oP 670.33 FEET eno i cfiTRn AltcLE Or igrls,o6r, ADrsrAlrcE oF 23r-.09 FEEI' (cHoRD ,EARS- X'ii;zs,sz, w-zig.9{ pEEr);THENCE CONTINUING AI'NG iArO I{ESTERLY-'NiiH,-OP-WAY X 26'18'31r H85{'10 PEETT THEN.E coNTr}rurNc Ar"oN; ilrD }lEsrERLy RrcHT-op-riAyAI'NG THE ARC OP A CURVB TO THE RrGHT TTEVIXC A RADIUS OF 53{7.8{[:i3#B'i^S'XBryilS ;"r3:.:i;i'-;,'f ir"r^"ce op-sia., r'er
sArD HESTERL, RrGHr-oF-wAy ll li:iiTli trT3.f-T#i"*ffiX:CONTINUING ALONG SAID T^]ESTERLY N,CHi_Oi-WAY X ii'iO'.0?? W 479.34FEET; THENCE CONTINUING ALONG SAID WNSIENI,i RIGHT_OF_WAY
PACE NO. IO
ASPEN GLEN CLUB P.U.D.
PROPERTY DESCRIPTION
N {0.03"I2'I W 183.(8 FEET, THEHCE CONTINUING AI'NG SAID T{ESTERLYRIGHT-O'_HAY N L7'12'56N I{ iqI.SI .rEbr;--iHE*CN CONTINUING AI,NGSAID I.]ESTERLY RIGHT-OF-WAY X O!'OS-'ir'^'.H.567.76 FEETi THENCEc.NTrNUrNc AL.NG SArD Wnsri*"v nrcHr_oi_wlv u 13.28rOli w 2s?.3gFEET 10 A POINT ON THE NORTH-SOUTH CEXCENr,rrrE OF SIiiiNCrrOX rZiTHENCENO0'11r1{"wzer.rg'rem*
,SAID RIGHT-OF-WAY CONTAINING 1{.169 AtRH HORE OR LESS.
THE ABOVE DESCRIBED PROPERTY IS ATSO SUBJECT TO TTIE COIDRADO STATEHIGHI^IAI
'82
RIGHT-OF-I,IAY DESCRTBED AS FOLI.OWS:
A pARcEL oF r-AND srruArED rN rHE_Nptxwt AnDf] ^?tr_ s, 6, 2.10,11, 16, AND 20 oF sEcrroN 20_ AND rx ror-1 o1 sEqrroll 29, Ar,L rltTowNsHrp 7 souT,, RANGE 88 r.rEsr or rHr iixrrr pnrxcrpli-unuo*x,
;lHlll,r,K"i^H:El?i JTJt?L,ffi f na o6," -"er o plRcEL
. BErNc xoii
(ALL BE}.RINGS CONTAINED HEREIN ARE BASBD ON A BETRING OFs 00'01'46'r '' BET*EEN rH-B-xonnnppst conNnn or sArD sEcTroN 20 AlrD
fi'rLiilrQuARrER coRNER oF sArD si&rori-i6) re86 nurunri*r,lr cAps
BEGINNING AT THE NORTI{WEST CORNER OF SATD SECTIOH 2Oi THENCEs 4?'zt'trn E 1?85.35 rnlr-ro THE poift oB rHrrnsBctrou oF THESOUTHERLY RIGHT OF WAY OF COIDRADO iiir.A- HIGIfl{AI T82
^'TD
THEwEsrERLy LINE oI. saJD_I_E!.Nr.,t r. i THEucEN oo'05'52'r B 424'sz nnET ro'i polxr oxtxijroR*rERty nreur-or-wAyOF SAID COLORADO.STATE HTCHWEY TCiI -rHiXi,g
AI'NG SAID NORTHERLYRrcHT-0p-r{Ay s 35'21',30'r E irr1.28 FEEr-r6 i co_roR^m DB,AR*ENT OpHrGHI{AvS RrcHT-Or-wev uorvuxniu rorlro- ,l ,t+q_r, rlrENCB co*Tr}rurxcAI'NG SAID NORTHERLY NICHT-Oi:IAY i-ri]S6;?.q: E 1O{.{O FEBE TO ACOI,OR.TDO DEPARTHENT OP rriCHr]NVS UCii-Oi:HlY HONI]HEN, POUND INPracE; THEN.E colrrr*UrXC -riore sero ucirr-op-r{Ay s 3s.21r30. E1600.00 FEET TO A COTN.rOO -PSPARTI.TEFT-
6;_ HrGHI{AYS RrGHT-OP-WAYHONHEXT FOUND I}I PIACE; o,UXCr COXrrIrUiiC. ErOXG SAID NORT,IERLYRrcHT-OF-r{Ay s 52'03r3on elollo *Br-ro-i corpnem DE'ARTUENT opHIGHIdAYS RrGNT-Or-WAY UOXU'ri.Xt FOUND- rrr- r14CP; T}TENCB CONTINUIHGArrxc sArD NoRTHERLy nicHr_oi_HAy s_sirzi;?g: E {ss.oo_iern ro Aco'oRADO DE'ARTHEITT oF nicxmvs nrcii-olaly uor{u}rE*rr FOUND rNPI-\CE; THENCE CONTINUINC
-ir,6irC
SE,O -riONrigRTY
RIGB*-OP-WAY AI'NCTHE ARC OP A CURVE rO TI'E GFT HAVING E iJiirUS OP 573O.OO FEET A}IDA cENrnAL ANGLE or ol'elirii, e orlri*i;il or rgs.gl-r;;.r (cHoRDBEAR' s 3z'3.r3o, E qrs.so- IEET); riilici _coNTrNUrNc Ar,oNc sArDNORTH'RLY RrGHT-OF-WAY S
-Jg'SI'3b' i JS-iOO FEET TO A COIORADODEPARI'HENT OF HIGI{I{AYS RTCHT-OT-HAY UOTUiMHT.IOIJND I}I PIACE; THENCEcoNT*{UrNG ALONG SArD XOnrHrir,v nrcHi_OF_wey s 52.59rgoi. E 41.g?FEEf, TO A POINT ON rHE EESr-Eru,Y LINE Oiiir-O I,OT 16; NrLiCr AI,NGSAID FISTERLY LINE S OI'JO;Si; I{ 94.SO-i'ir TO THE SOUTIIEAST CORNEROF I'T 16 OF SAID SECTION ZOi THTNC' EI'NG THE EASTERLY LINE OF I'T
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PAGE NO. II
ASPEN GLEN CLUB P.U.D.
PROPERTY DESCRIPTION
2 OF SAID SECTION 29 S OI'2L05?N H 462.08 FEET TO A POINT ON THEsourHERLY RrGHr-oF-t{AY oP sArD srArE rrliiiriv lai; rHiiriiuoxc sArDsourHERLy RrGllT-oF-ttAY N :s'o!, ro;'^;"' 390{. 20- riBt; THEN.BCONTINUING ALONG SAID SOUTHERLY N,CX'-Or-TAY S g}Iiiig" E 62.2?Itiliryil:t_*NrrlrurNc u,oxc sArD Courxlru,y RrcHr_op_*Ay
RrcHr-oF-n^r.'ffi
'.?1?,T:3|".F:-$i!lHIJf tr*-1i$,S:nn*sourHERLy RrcHr-o'-wAy LrNE l ,:'-oiiioi'ffirgr.re inil-rb *ne muBffi, sArD pARcEL coxrerxrxc rr.zse-AaRE; H.RE oR
THE ABOVE DESCRIBED PROPERTY IS ALSO SU&]E.T TO THE DE}NTER & RIOGRANDE HESTERN RAILROAD RIGHT-OF-WAY ONSCNTBCD AS FOLIOI,S:
A pARcEL or r^AND sTTUATED rN rH.E_Nplmt ex.D:N lg1s s, 6, ?, to,11, 16, AND 20 oF s'crrox-io ero ri rit-i oF sEqrro* 2e, ALL rNTol^rNSHrp 7 SoUrH, RAN.E 88 ryqsr or rHg irxrn pnrxcrpir,-xmrorex,
Sffiilr,KriT;I3l?;r,ig"r"ll,i**'db,",i^ r, pencii. sErNG uoni
(AI,t BEIRINGS CONTAINED HEREI}T ARE BASED OH A BE"A,RING OPs oo'ol'46r H BEndEEN-rH'i-ir6ntHI'rEST coRNER oF sArD sEcrro* 20 AlrD
IXtrfi:l)QUARTxR coRNER or sho s'"rrd-;;: 1s86 sn{ ALi,HrNrrH c.r.ps
BEGTNNI}IG AT TBE NORT}II,EST CO-RNER OF SAID SECTION 2Oi THENCEs 1?'z4',r''.E-1?85.gs iii:r-rc rne por-N"'or rNTEnsEcrroN op THBNORTHERLY RIGHT-OP-WAY OT. GN PE}TVER
-';ii;
GRAHDE WESTER}I RAII^ROADAND rHE I{ESTERLr LrNE or-siip l1ryti,-- ,THENCE AI'NG T,IIE NORTHNTi N}91rt"Or1h.[itf SAID RAII,ROADs 35'oe'16r E ry3r1g--ii;ri'rmxcu co*rixuil_c_ryoNc sArD NoRrnm,yRAII,RO}O RIGHTTP-I{AY TT OO"iT:qq., W Ai.Z}.i!EI; TH,,ICE CONTI}IUINGA,NG sArD NoRrrrzRlv nrCHi-oi_!ry s li,6iiro" s 6s2.^28 *rr; rHElrcEC.NTTHUTNG Arrxc sArD nonrilnr,v nrcrrJr*.lr _N 88.33159r n 62.2?pEHp; rHEr{cE colrrr}rurxc ii6irc sArD ioRrx'rxLy Rrc}rr_op_r{Ays 35'oe'16r E 1?gr..zo- iB'dilrb__e porxr-6ii ry! EA'TERL, LrNB oF r.or2 OF SAID SE'TI.O}T 29; rIrNXIf 'ry,NG
rHE -TiSTIRIY
LINE OP SArD LOT 2sourrt o1'2r''5?' w r6a.iil"rinr_To A por*-or- TNTERSECTTON Op *rESOUTHERLY RrGHI-O'-WAY irrii- Or SAID O;rNfu & RrO GRANOE WESTN,,R.l,rr,RoAD AND TIE restnnr,i'irL or srio--iin 2r THEHcE AroNc sArDsourHERLv RrcHr-or-wAy iiHi-x li-olli?"*{ -4113.48 r,nr; THE}rcECONTINUING AI,ONG SAID SOMH'Nr,V NrCHt_Or-i,II LINE H 88'33'59. II62.27 FEEf,, THENCE COXtiXUiirC AI'N6 IAID SOUTHERLY RrGHT-OF-HAYLINE N 35'09'16O T{ ZTi.Ii. FEET; .rHi*ii C-ONTIHUIHG AIPNG SAIDSOUTHERLY RrGHT-OP-WAY ii}'E i -tiO.ii;ii;
-ry 8?.27 FEH. ; THENCECONTINUING AI'NG SAID NICHT-ON_WAY I,rXB-X I1_OS1I6,, W iOg"Zg FEET;THENCE CONTINUING ALONG SiiO SOUTHERLi riiClit-OF-WAY LINEN 3s'os'16n w ss3-s6 F;ET"iJ e porNr oH-iiii HESTERL, LrNE oF rlrE
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&a
t AGts lto. 12
ASPEH GLEN CLUB P.U.D.
PROPERTY DESCRIPTIOH
NEtHI{t oP SAID sEsrroN 20i THENSE ArrNG sArD 1{ESTERLy LrNE oF THENEurt{t op sArD sEcrron zd x oo.;5r;;;-f'rzr.r. FEB? to rrs
'RUBffi, sArD pARcEL coxrerHixc 13.936 rcnni, H.RE oR
ilHr^S|Tgfr?t rHE ABovE DESCRTBED PR.PERTY EQuAIs e3B.40? AcREs,
RBlrrsED 2/t8/e2
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APPEI.JDTX 1:r__
ROY R,Oti{ER
Govcrnor
PATRICH A. NO(l){, [tD, t\{pHErcnrtivc Direaor
Ol0 Eesl llt"h Avcnuc
Dcnvcr. Colonao AOZ2OfZte
Phonc (303) 320S333
tuulu tfu&jUrir lrldef. DcrccQol ra.m?.
h^l^--F tL{, O<.t,Ool rto-tnt
&l!ffirt-t !o'&j' 6s'a
Grrd ri-<rni Odr..0o, u+rtr
t\.llo Oflf..
Cntl ,{141.t
l{ey 20, 1992
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l(r. t{lllle& D. Eeoanalteet l{ater EnglneerlngP.O. Box lrl?0
Pal,lsade, @ 9f526
Dear Hr. Er.rnnt
Il"';:xi"i",lli"l"til,:I"i:ili.::""::il:j:l::.:"lfl::.r"i :.1,::$i;",:3-
-ultsh the fo[ortng Inforo;ti;;,
t. The prolrceed dlsch
iiil i,i::1,.:li:l.ii:i:ri':rH*i:i:'::":[ i3".1:':lt?,t!;:"
fi::iiii:i:ii$:il,iu:il,i:i;:iiiil,*;,:::':::tiiiili;i'
revtev.___r sy s's t€lo€nt rrc rubJect to en i"ifJlg."detlon
4iiittlfi.l?3:'-ilrl"ril; il';ll' rork' on ,hrch-the revrer rr' clenvood ;;;r";;'"rnus the cry.t.i-ff"* :ll:ased rrotr "a
---
3. .n
itil,iiq:,$;il-1:l'iil?i*:$ti'*l.=i::i,ii,'Hr'lria'cerr
cmbtned tror.-.|proach ir," iooii-;.i*liilradatton ievtev uitrt
r' lt r propoaed dlach=!: "f .35 4d, the faclllty utrl be regrrredto Deer rtendard secondarl' treetiiit. ro aadiiioiir a,,-onrriffiIllrll.'ffiI'il- :n",ia,ii'if,l.i".'
;.;;-;;1r""'.".. ef f ruenr
tf you n""C firrtfrer Ln(ormatlon, pleaee let oe knotr.
slnc;1etyr; #,kt_Q,n,-llater Reaource Speclal ietrater euallty Coirtrol Olri"ior,
JRo: jflcENcoR-lt
cct Dave Alerr
John Bleir
Too geonett
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I. ASPEN GLEN WATER & SANITATION DISTNCTI
r DBSIGN AND CONSTRUCTIONI STANDARDS
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August, 1993
Prepared For
Aspen Glen Company
5S5 East Durant Avenue, Suite 4A
Aspen, CO 816ll
hepared By
Schmueser Gordon lWeyer, Ine.
1001 Grand Avenue, Suite 2-E
Glenwood Springs, CO 81601
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INDEX
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SUBMITTALINF'RMATI'N ................................ r
WATER TRANSMlssloN AND DISTRIBUTIoN uNES ..... . . . . . .. ... 5
WATEBSERVICE LINES AND APPURTENANCES ......... t t... !.. 10
FIREPRoTEcTIoN FActL,TrEs...................tor..,.....
13
vAtvEs " " " " ' ' ' ' ' ' '..................r........... tE
TBENCHING, BACKFILUNG AND COMPACTIoN ................r lg
PRESSURETESTING AND FLOWTESTTNO ...........o......... 23
DISINFECTION OF poTABtE WATER LTNES t.....,...,......... 25
sPEclAtcoNsTRUcrloN ' .. " '....r.....-....o..... o....
BAcKFLow PRE,ENTI.N . . ...... -.................!......
SANITARYsEwER tlNEs .. ..... ....o. o............ o...... 3t
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t '01 scoDs' This section shall covor the required submittat materier n.csssory for theAspem Glen watsr & Sanitation District to review r *ui.i or sewsr.project to ensur. thot rtconfirms to thsss regulotions. lnctuded tn trrislecir;;;r tne requiie;ilr; preriminary,finol ond es'built drawings' specificotions, soils ,.ponr, end ottrer supporting documents.
X[t#b'l's
section willcover'the submissionrni;;;i;; procedures to be ronowed ror the
2.OO PRELIMINARY DRAWING BEOUIRETilENT
3;il',3ffi;*;:::':l:lijli:y::Jiil:.,:;H::,'necessafyrupre,iminarvdrawins
i;fli",#$l*il*:J'" sheet or the drawinss shatt be rhe tirr6 sheer and shau have the
A' Location map, North 8rrow, numericat and graphicar scsre.
B. lndex to slreet of the drawings.
C. General notes.
D' Title blocl. The titlo block shoutd not inctude lho words .rde Sheet., but
iffXj^:*tain the proiect nams and a description oi un i"ro,.atioo shown
2-03 ptan. The fo[owing items sha[ be inctuded on a[ pran drawings.
A. scare: one inch = 50 feet. Show scate numericary and graphicary,
B. North arrow.
c' Show outfine of water main and service tines. Show centerrins of water rine
;'Jx'X'fl'Hi'i:,|iiil?-;:?Tl[: "i "i"' o' s'*'v'*t'a rnes, ;;;b;;
D. Show right-of-way or easement lines, street centerline ard name, proportylines, curbs, gutter3, cross- gutters, sidewalks, driveways, paving and otherimprovements, existing ana lroporrO.
--"-
E' on each sheet of the plan,-show a sufficient number of typicat sections to givethe rerative location oi suiface il;j;;s,ir"a ir;,;r;il;;;. *,,r,,6spoct roproposed water main. rndicare *r, tipllnd other appurrsnant data fu ett
[#iJi[il:'d,,it XffffH';ilffi h'u.r^s proposed, th* uotr, a pran end
F. Drawings shatt be on standa, d 24. x 36. sheets.
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rJ. UUUtrot, SowOrS and Storm dralnS.
tl lndicate the type, size and ownership oltlt existing utilitios in streets srights'of'way or rights-of-way in-wtich the-ir't.r"'ti* rs to bcconnscted. Tie utirities, se*rerj, house connoction, ,no sto(rn droiru tostrsets rights-of-way centertine-or to stroot property linc.
2l lndicate portions of existing utilities thst sre to be ebandoned becausrof water construction.
H. Details. At lntersectionS- whero toes, crosses.- vatves and concreto resctionblocks
're to be provideo,-or areni.trr.i r..tlon, oitn -n,iJr'rrn.re
c largonumber of fittings will be fnrofreJ,
-sto, . large scate view ol tho,ppurtenances with dimensions to eacir separato tittiril.
2'04 calculations' Two sets of calculations supporting th-o design criteria used shalt bofurnished whh the pretiminary drawings. rach sheet oicltcutations shail be dated and havethe name or initials of individuat rnaiing th; ;;bri;;r*. An carcurailr* shal be by aprofessional engineer registered in the si'ate or Coior.io.''
2'o5 soils Reoort' A -soits investigation report sha[ he prwided with tho preliminarydrawings only upon.special request bi the As\i$.-ir *.n I roport rs requested, suricientsubsurface exploration borings and tn.tyt.. ih;n ;; ;.d. t. permit the AGWSD to make anadequate sssessment of eny soil problems wtrhh mavi. r*rlr1tered. il;;lt investigatimreport sha[ conrain the findings ind supporting d;ta fo, ihe toltowing:
A" The rerative density type and extent o[ materiar to bo encountered.
B. Excavation probtems.
C. tocation end erilent of excavation.
D' The suitabitity of excavated rnateriats for use as backfill or beddirp.
E. The compaction characteristics of the soirs.
F. The groundwator level and conditions.
G' The carth resistMty, moisture content, pH, degree of variation, presence olsurlares, end the tiketihood of st,.v,-c,L[i.rrrrntr.
H' Test Hotes' The depth of test holes shall be a1 least two leet below thoptoposed pipeline elevation- rr,e spacint'oi reslnores shatt be a minimum of600 feet or where unusual .onoitio"s'Hrt. The spacing shall be srrch toadequatoly dofine soil.
2'o6 survevs' Atrthe existing conditions, Including rights-oFway easements and horizontal
:li;,.#:il.contror
information, shart be preparea urv a'r.girrered rand surveyor in the state
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.r!rrLtt rf\v9cuut(ts
3;31', H#*T;-li[,',ff1|T,:YJ: Hil Jy pr oce du r e s o nd tim e rrame no c e s s 8 ry r o
3.02
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B.
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A' For'n sets of blueprints and specifications or the proposed water systomaccompanied by two sets of suiporting d.t" sha[ be'.rfiiri; io tt e Disrrictat least 45 days prior to a.iegular'r.uting of the Districl Board. Theprelimina.ry drawings and specifi.ition. oi ir,l
re vie w e d'i, s .
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ii i" ;. ;;;i; bil;f [.r# l":,il:,.:ilT il,']*,: :bv the water s-ystem supervlsor rc ih;l;r.*ing-othces rnaiitr[ted persons
H.i,tjj: and recommendation-'i i.;;;b ?.v, pirii rJ ,'isurar Boerd
U The District Enoineer2l Garfietd Counti3I AGWSD
'tA/hen transmjtting the pretiminary drawings and specifications fu revisw, theDistrict shall indicite to the lgdg;il ffi; the dare and rime oI the Disrrict
lff,ilILi:'lljilJ!1p'opo"J *;i';;;lm witr ue osc,ssec a"o ro,,ai
B. ,At the regufar^meeting of the.AGSWD Boarsvsrem ii ro ue corilio-rr.o, ir,.-eo.,j *10'l.Xly.T.#i:f:rJi:[recommendations presented and sha[, ,;; diligeni.r.rrrn* of tho facts,
::i3df or disapprove the pretiminary pt.ir iL rh; p;opofi;;,;, cnd sewer
c' ' lshould the Board spptovo rho preliminary plans., written nothe of said approvalsha, be rransmitredio rhe appri;;"i;il['*il ;"i ffiil;il required bythe District. Strch epprovar ;i pr;,il-r"d ii.n, shan pormit rha Appricanr roprepsro linal constrwtion a;wingi -l,i
itcoroa^ce wirh tho standards
ilr,*T;nr, by the Board and incoriJrr;; ;;y modificarions required by the
3.03 FinalDlawing Bevlew.
linal drawings and specifications shafl beprepared in the form prescribed forpretiminary drawins iequiiementi. in ,ooit;;ti; il r..lr,..t shatt provide alipaco for certification of approvat biinr sorrd of the AGwsD.
linal drawings consisti^g of two sets of bruerine prints andlransparencies of origirfu tracings
-tro;,
outrin, a-, r,uiri J *u,iin,o r
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r,J"? [t] ffil';|;:.lx.]ift #lo a regular meeting of the Board. 'v' ""e' rsvrriw utr
lf the finar drawings are found to be in comptiance with the District,s standards
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ll'l[,ff]$I':i,'^:1,1:','^?i'f,j'n'ril:,t:,nd nor bo to bo rn c-ompriance
District Engine or shall recoi,emiza,o;..id;;ir;j;*ffli*j'Jl;'iljf, iTl},fl 1,.;,,,*ili'-$conlormitv of tho finat plans ;tih'il'Dd,ilJ,a standardi aoiequirements ofthe Board rnay resurt tn'otapprovat of tt.-proi..t by ttre District.E' The Apphant ls st'ongty
^edvised- agairst receiving construction bids orbeginning consrruction'untit
""nifi""iroii.l.aparoJat or-niu prans andspecifications has been ttceirto-iroriii'rr'ialo va[ey uetropotiian District.3.04 As-Buih Drawingl.
-Two sets ol as-buitt drawinctransparencies of thr
$:i:il"H*.'.Hfl f$1i,i:iil1r;,,,ilii[i;i,",'i','ff ,r*'li'd;':mfir
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oAtfi'[:flfl'r'.t*:,0,,9j'9''oed to the District y$-r,shar show rhe rocation
Art varves. rees, curb ,#r:i?:',T;,T11*r.*, gbi;.b-il;i'i r" *,. n.ri.
;:?r.il:n;rrr*r;[liJ:'iI"1:r;y;;#,f#i{ jtri,i#
sppurtenance items sha[ be oi.n..,rilili, i. rightsof-way easernsnts andProPerty [neS. ee te rrgnts€t-way eas
B' All benchmarks used * q" project to deterrniTr ]v1tor rine depth sha, bestrown on rhe orawings a^a ,firilil.#ff.,'i u.s.G.s datum.C. All sewer lines shalt have MH rim and inverrhorizonrarari;il;iilnrin.-uut*L-.;ilT,,,..1.!Trll'",r1ff
::::J,:Tr:::;till,','#li:f, 'f;r"Iffi if,1rT.*"T#:'i',T[0,?i#",or,,,.n.n,
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groduct dars,..rnc,udins catarog sheots andwio as-uuril;;;il;.- ori rtstoriEls ond equipment ,*0, Jr,.il be provided
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1.01 Scooc. 'Ihis section sholt Includo rll.mstsrials, lobor, equipmont and miscelleneousitsms necosssrY'toinstalt alt rawwotor,porable *.tuiirrn.^tssion anJ &rtriuution pipolinesend appurtenanc.! rs specified herein'tu the AGwiD.- -
t 'o2 Prolection ol work' Atl pipe, fittings, vatves cnd equipment shall be carelulty hardled,stored ard protoctod
lo. orovent ourrf . to materiats, proie.tiro coatings and linings. At notime sha[ srch mareriars be dropped oicrrp.J r"to't[-,'.-iionch.
Precautions stralt be taken to prevent foreign matter from entering the pipe, fittiogs ond vetvelpriu to and duri'g hstaltation. No debris.i.ootl, .rottnj oi rnv otr,er matLiiri ,nurr h flacedin the pipo during lutallation. wt ensrei-pipe instattaiiinL .r.pended. eitheriempueriry orovernight' the o'pen end of the pipe .t.ri6e *;i;d ;iir'l *.,"r-tight prug to prevent rheentrsnco of trench w.ter. debris or foreign matter into tho pipetine system.
undet no circunrstances shall trench water be allowed to enter the pipeline. when water ilpresent in ttre trench. rhe ptug shart remain i1 ntage ;;til;;i,.nch is pumped dry. whenevertrench water becomes evideit, measures,nirr tu ;i;;';; prevent pipe frotation.
lf in the opinion of the Engineer, the contractor is Incapable of keeping the pipe free offoreign matter durrn installition, irrr insin;.r..i;;lij,fii,5in, contraitor'to Iove, rhe pipeends wirh crose woven bags untir tt e stirt or tr,e-joiniii'Jperation.
2.00 MATERIA[S
2'01 General' Th's item covers tho types ol rnateriars that wi[ be required for thecoostruction anrj irstalation of water rines. a[ materiats used shafl be;.;, or tho bostquality avaitabro,, ard conform with afpticabro srail;;;; indicated herein.
Drct& lron pipe.
t. Beference Standard - ANS|, 2l.St/AWWA Cl St
2' Thickness cta^ss'Mnimum ctass 62 unress design conditions warranthigher class pipe.
3' mJlf:if#if. p,sh-on ioints except where specificany shown or
Fittings.
]ilffi; lj,J[ffi ffjlff ;echanicar
ioint except where speciricarty
Reference standard--_ANsr/AwwA c1 53 for flanged mechariicat iointand push-on ioints (3. - 12.1.
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oo mateilEt - UUC[lt0 lfOn.
{. Prsssure Rating - 250 psl.
Joints.
l. Mechsnicar, Reference Stonderd - ANS| A 2r.r r/AwwA cr r t-72.
2. Push-on, Boference standard - ANSI A 2t.t t/AwwA cl t l-22.
3. Flanged, Reference standard - ANS| B r6.1, ctass r25
Gaskets.
t. Type - Rubber ring gaskets shafl be suitabre for the specified pipe sizesend pressure.
Reference Standard - AWWA Cl I l.
Lubricant - A non-toxic vegerabre soap tubricant shafi be suppried withthe pipe.
Protective Lining.
t. Type . Cement mortar.
2' Reference Standard -ANS| A 2r.4/AwwA cro4-64.
3. Thickness - Standard.
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F. Couplings.
t' Style 'Mechanical compression sleeve or solid steew is acceptablc.
3.00 tNsTAttATt0t{
3'01 General' All transmission and distribution [nes to be dedicated to the AGwsD, shspbe located r minimum of ten feet lnside a public .m.r..rt. The tocation of water lines wittrlnside la line easements o, rear tot easements ir or"orirglo.
when site conditions allow, the water line should be tocated outside paved ar.os. At ag:'*':#:lfjffi:lfJjo tocated so that Dist,ict ,.int'n.nce personneican ';;i;;ril#
Easements or rights-of-way used during instatlation of water mains shan be a rninimum widthof 25 feeL l2Yt leet on either sidJ of .unrcir,n* ii' aruagr .*r, i"j otner speciatconditions, a wider easement may bo required.
3'o2 Pioeline Deoth'- The minimum depth of bury of water mains sha[ be as tono,rrs: (Depthof bury equals depth to top of pipel.
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;,;;;) iffiL;;i;;r: "rrr*rrrurrr ucPr ot b )t lsot (below existing u proposed
g' when woter mgins are to bo rocated underne.ath- storm drains, curverts s snyorher submerged air spece, the requireJ o.ptn
"f b;;t ;hrit't,g,urter thrn r0fset' This ls necessarY to onsure that tho wotor nnu i, uu1,oni tho lrost depthsssociatsd with the storm drain culve.t, stc. ln some ceses, the District wato,syst0m suporvisor may ollow insulation in ptace of increasJl.r,n where wsterlines cross under one of the above. r -
3'03 cleanino and lnsoection' ctean a.tl -pipe, fittings, varves and rerated materiatsthorougNy ol oll foreign matoiial: inspect rii cracis, irr*", - oit., iefects prior toInstallation' Mark all dofective. damaged o*nrornJ*.t.,iulr-;lti ;;ifit iarrirp crlyonror paint ond temove from lob site. of-particular .on"rrr, .t ould be the gasket groove h thopipe bell' Alt spurs, excess paint, andany other dofectswithin the gasket groovo shall beeither removed or repaired, or tho pipe shafl uu i..n.ui Jnacceptabre.
The contractor shall take all necessa(y precautions to prevenl'any construction debris fiomenteling tho water fines during construciion of watliii.L-r ,no ,ppurtenances. y debris sha,enter the distribution system, the contractor shall furnish all raudianJrri.il.r, nocessaryto
;fi,tht#tltftrY"oor no ci,curnsi.nr"r willthe cont,actor flush tr,"outii, lnto an exisung
3'04 lustallation' Pipe shall be laid in straight secrions with bett ends facing the directionof layirg unless otherwise directed by the di.irl.i.-'wi.r, pipe is r.JJ on gr.de of t% orsreator, the insra[ation shafl proceed uphin with the b;n;;;;'ir-.il;;#o:. The piperincshall be installed so that a continuous positive.;r ;.;.;;r grade is nii^tli^lo between lrighand low points to avoid air pockets. At no rirne wltt a trig]h poi^i in tr,. iii, u. rcceptablauntess an air and vacuum vitve is installed to-rri*.'.lr'iocLets. Jointing of the pipe shalbe made h accordance with the directions of il* il;i;cturer of the pipe and the manufacturer of the couptings. The atlowabte pipe arrr."iiin per joint shal not exceed themaxirnum defl ection torerance s spe cifi ed uv it e n.u n,t-"'"irr"r.
Pipe shall bs lowerod into the trench with ropes, slings or rnachinery. under no circumstancs3shotdd tlre pipe be pushed otf the bank and rtio*ui-to iulr into the trencrl
ln loining the pipe, the exterior four inches.of tt, pipe end (-at the spigotl, and tho insidc Ofthe adoining beltshall be thoroughty ctea.ned tor.*I. oii.'oqit., tar and other foreign marerhr.The gasket shall be placed in the uln wim the large ;il; sjde of the gasket pointing hsidcthe pipe so lt will spring lnto its proper position a.iio. tt, pipe bep. a-trrict lilm of the no.rtoxic lcint luMcant shall be apptied'ovei the enrire rrri..u-"r tr,. g..iri:' Th. spigot erd olthe ppe shatl rhen be wiped ctean anoinsertedi^i" iil;;sr,ai 6e pushed un ir,. ;"ri^"ii.;Lir ui;;ila;; ;;'lii*"llf:il[l:;,ff1 H,#:care sha[ be exercised when ioining the pije to ,roid or.'.ging rdbr[
"r;jnng the gasket.The betr end of the pipe strirt ue-protecied uv , pir." ii *":J;; ,rrn,.g the pipe.Generafly' every pipe has a depth tf insertion .tiipr * ir,,. spigot end. Tho prpe start boinserted to tho full depth of thgstripe. vr"rv v'r t''E' rPrue[ e[x'' I n
The cuning ol pipe for fittings or closure pieees sha[ be done in a neat ad workmanrikernanner to prevent damage to tho pipe or lin-ing. nri crislnoulo leave . ,.*,n end at right
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4.00 slztN0 0F MATNS
4'01 0eneral' All main watCIr lines shalt.bs sized for peak hour llow ptus fire flows requiredHffiflt Protection District at a 20 psi residuar riti.-uini.r*i!. ,tiil u. 8 inches in
End of Section ll
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1.OO GENERAT
l.0l scoQ!. This sectlon sha[ lnctud.e furnishing a[ moteriols. lobor, oqulpment rndmiscolleneous items nocssssry to install att water ru*i-.r n*t end eppurtononcos as specifiedhersin for ths District. Notei The District wilt o*,l rnd rnri^rrin t'n"iiini.i.r the serviccline fiom the mein line up to ond inctuding tho curb vatve. The curb "riu. irruri be placed mthe property line; howover, at oll times, iiwill lalt on the District tia. oi n. pr.p.nv linc. Atrwork end rnaterials lrorn the curb valve.to-the builoing shsrr be in conforrin.L to the mostrecently adopted uniform plumbing code Gerfietd co,]ntv.
2.OO MATERIATS
2.01 9oooer Service pjoe.
A. Reference Standard - AWWA ZS-CR, Type K.
B. Sizo - See No. 4 betow.
2.O2 Cornoration Stool.
A. Materiat - Brass or bronze.
B. Size - Same as copper servico line.
C. Referenco Standard - AWWA CSOO-SS.
D. lnlet - Threaded lpS type.
E. Outlet - Flared for flared connection.
2.03 SeMce Saddtes.
A' Materials' Dtrctile kon service saddles. 'o' ring gasket, double strap, lpSItuead.
B- The District win require saddtes to be instaled.
2.04 9urb Stoo.
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A. Materials - Cast bronze body, resilient ,O,
operator, ball valve type.
B. lnlet - Flared connection.
ring seals, standard tee head
Outlet - Flared connection.
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' A Materiat- cost rron box, comprote. with rid and red brls! scr.w.
B. Type . Arch pattern base. bultolo.type curb box.
C. Sizo - 2[. shalt size.
2.06 Couoling!.
A" Materisls - Compression fittings or llared fifiings.
3.00 lNsTArrATt0N
3'ot Service Llne lnstallation' Alt trenching, backfifl.ing and-compaction short conform toSection lX ol these regulations. Atl service r,ils shall be"oisinfected and pressure tested alper Sections M and Vll of these regulations. '--- -v vr
l;3,1
service Line Deoth' A depth of bury for atl service rines shatr be a minimum of sx
3'o3 Taonino Presstrnied Mains. All 3/{' '2' taps on pressurized mairs shall be made by:i|,ff|'|I' Those sreatet than z' stralt be p.,rril.l f,y otr,.,, wirh acceptabre tapping
3'o4 TeooinqunnressurizedMains. Alltapsonunpressurizedrnains(newsubdivisionmainslshall be perforrned by the District -
3'05 Perrnits' A road cut permit fot excavation in Garfield-countv stsOtS, alteys andeasementsmust be completed prior to tap. Twenti-to* h-Jur notice is required by the Districtffi J:JHT#: J'ff '#|]:l tin s rine s. r, p" n J io..-t ion-J w iu ^;i b. ;il ;iin o* a w a te r
3'oo $ervice Llns Sizing' Service lines ^to be sized by custuna. Tho customer Isoocouraged to have on engineer size the seMce rine.-n.-oi.trict wi!not provide this servicc.
4.OO METERS
4'ot rYos' Magnelic drive, seated register, remota readorrt. Turbometers for 3. and larger.
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4.O2 I'lanr . Rockwelt or KenL
4'o3 lnstallation' lnstall att meters in a.horizontal posiuon witfr a suitabro hotding device tosupport pptng' motet and provide electricalGilh.^ *ite, is t.t"t irt'ilirestinp. rre-manufactued holding devices or yolks are availabte which cut down labor fime to insta,metet' lrstal in building where meier and pressu. ,.0*l^g vatve vil not lreeze.lnstall theremoro readori on an outside watt ,, ,.::l :l-6il;il grr.a. where ir is freery accessibteand where falling u metting snow will not cover it. e oe' tYne'E
'I ts Ireel
Turbo rnelets should be installed with five pipe diameters upstream o( downstream ol bends,
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5.00 PRESSUREREDUCTNO VAtvE (pRvl
S.0l Manufscturer,s Referencq. Watts U-S.B or equol.
6'02 lnstellatio0' lnstall upstloam of the meter on r'8-nd 3/4. moters onry. rruta,:rt:ff[Tilr:"* metor ror't ]t;-end'larser ,.ir,t. arro,r ro, sasy .ccoss ro strainsr and
5'03 Pressrrre Testin'. Downstresm pressure to be set at 40 to 75 psr.
6.00 CHECK VArvE
6.01 Tvoe. Rubber seat and spring assist.
6.02 Mant'facturer,s Reference. Ford H series or equat.
End of Section lll
12
IY. rINE TNUITUIIUN TACILITIES
1.OO OENERAT
r.0r scoqq. rhis section shon lncrude furnishrng err rnEtsristr, rabor. equipment andmiscelleneous items necssssry to install nre t vJiontr' ,l'rpu.ilied herein lor the AGwsD.
2.OO MATERIATS
2.01 Firs Hvdrants.
A' Type ' Dry barrel, traffic rnodel with breakswsy flango botts and coupling.
B. Refererrce Srandard. AWWA CSO2-8S.
C. Outlet Size _ One 4)t., two 2\1..
D. Hydrant Sile - Sli' or greater, bronze to bronze seating.
E. lnlet Size . Six inctu
F Operation ' r l* pentagonat nationat standard operating orrtr opeo counter-clockwise, lubrica ting re1ervoir.
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:,ti$,ritures'outret hvdrants shan open when rurned to rhe reft (counter_
Depth of Eury'slt feet unress otherwise shown on drawings.
Additionar Requirements - Furnish hydrant comprete with pipe end tee, six-irrchresrrained rnechanicat ioint gare ,irre ano orusi br;ll] Hydrant sha, betestrained to the hvdrant t-e9-uy 3/4' ihread.o ,J.-pioi..t.o from corrosionby the use of an approved bituminu.,s'coatirp. Furnish hydrant with bronzeseat and lubrication roservoir.
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J. Manuracturer's Referenco - 'Muener. centurion A{23
'Kennedy. K-g lA Guardian
K coror - Hydrant to be internationar yelow above the ground tine.
L Rating -Standard Oass lgg.--lf pressure ls above lS0 psl, use AmerhanDading Bs'B, oass 2so aod arow d;-.I;.eks detivery.
3.OO INSTALTATION
3'ot Hvdrant soacing. The spacing of fire hydrants shall be-determined by the erea thateach hydrant b to serv'. ln a low iensity r.lla.nti.irLr, nr-raximum spacing of tirehvdrants shalt not exceed 500 feet tnmeaum t; Irdil ;;;;ityresidentiat aroas,ihe maximumspacing shall not exceed 400 feet- ln commercialinJ mgn rpl areas, the spacing shall notexceed 300 teet' The maximum distance from "or.ri"i.l iuildings to hydrants sha, be t b0
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reoir err\f )rroll r r uusoo on n0s0 lgftgth.
3'02 location' Fire hydrants shall bo locatod whono.ver possiblo st Dn lntersoction and ha publicright'ol-way-or c utilitYoasement. There shall be'e minimum of llt feet betweonourlot nozrle and bsck ot curb or sidowatk. ]^ *;;r;;: tlO,un,, shafl be tocared out ot rhedirect ltow or pedestrian and vehicurar treffic. wi.';;,consecutiverv rlJng
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stteet shall be placed on oppo.it, ;#::i,i:t'rb],';l]j',tilf ,l;ilfflire hossr lc,oss s streot.during a liro can be kepl io mi"rrrr. i{ilruililnuu be placedat ollinterssctions. at ond olcu-l'de'sacs ond at ottdead-.no rrnr. Hydrantlocation shallbeapproved by Frre protection District.
3'03 lnstallation' All hydrants rnust be extended so the top of hydrant ts four feet abovegrade' Tho keakawey flange shalt be.ro..t.J-ri-g;;;r, rf the previously rnentionedcooditiors ere not met aftor thi hydrant Is instatled ,"oit. .treet is et final grade, the hydrant
ilfl,"rfi|||l],tf.i:",'.'l3i',nr']'l;lartins exten'i;;;; other modiri.riion, as required.
3'04 Hvdrant Aonurtenances. All fire hydrants shall be connected to the main rine by rneansof a mechonical ioint tee with six-inch itass 52 d;;rit;l,on.pip. branch piping to hydranLEach lire hydrant shall have a six-inch valve on trr, 6r.n.'tipip. conforming to standards aroutfined under Section Vt of these standards. rne si*-in.r, gate vatve shalt not be located in*Xii:ff*;T,:il}i or sutter or rne prop;#.,-,;;'lndrniriil;#;i"o,r,. main ree.
3'05 Hvdrant Restra-int' The hydrant shall be restrained to the main tine with all 3/4. attthread rod erlending from the mainiin. t., to the six-inch vatve end then from the six-inchvalve to the hvdrant. The 3/4' rods sr,arr ue tieqj; ffi:;int *iir, ine-,,.';ieye botts. A .bitumasth coating (to prevent corrosionl slrtt be tiberalt;;p[ed ro rh;;1il;aO roO and eyci,"Jli;.'$l'dfftJ}*['J[ '^o 'nain rine tu. ,r,.ii'uJprovided *i*,
"on.,ete reaction
3'06 Drv Banel rvns Drainage,. All hydrant.s ltralrbe provided with a minimum of l 13 cubicyard ol )t'to l'cleaned-cr*teo rori una shart be [i*ia under the weep hote outtet toossure tropor drainage.
3'07 InsoeQlion' Prlorlo backfitling eround the hydrant, a visuat test shall be condrcted toensuro B-proprr operatioo of rhe wJep holes. n.'t vJiuit-,gr or!. wlt'i i,'ip" d h rho h;a,i niuu,,, r s e c tion ; ildTJrtf f TiJlt'T ffi f,*.JldtainirE' th wellholes should u".it.*o of any;ilffi;ns restricting the flow of wator.
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t4
JJ r.1L Y Lq
T.OO GENERAT
l.0l sgooc. Thir ssction sho, incrude- furnishing clr materiars, rabor, oquipmsnt, andmiscsllaneous items necosssry to instoll 0ato valvor, 6utte,fly valves, ;;;;i.;r, and vactrurnvalves, end valve boxes as spocified herein ro, $,. a-Cwso.
2.OO GATE VATVES
2.01 Materisls.
A. Double disk bronze wedge.
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1l ::il;ft shown on ptans up to 12'(t4'and larger shatt be butterny
2l Reference Standard - AWWA C_SO-86.
3l Style - lron body, doubte disk bronze wedge.
4l Pressure Rating - 200 psi.
5l yfm.I,: - Two-inch square, open by turning ro the teft (counrer.
6t Stem - Non-rising.
2'o2 Location' whenever possibte, water main vatves shall be located Et st o'tintersections. varves must be itr.rJ on alr r"nr oi " tril, .rorr. For instance, each crossshall havo four valves tocated ut t e intersection *r,n, iees shalr have three valves locotedat the intersection' Vatves shatl be tocated et the interrr.iion. Valves shall be located Et thoend of a[ dead-end intersections for future connections.
2'03 Yalw Soacirrg' valves on cross c-oglctingor looped mairs sha[ be spaced srch thatno single break shalt require moto than 500 feet ir rin.i'o'uo out of service it one time. Aldistributioo mains connecting to t snsmis.i* rnrin, ;; be valved Et $o tle{n
2'0{ lnstallation' Atl gate valves stull be instaned with the y*,I"h operatirp nut prunband true with the verticil and centeied witlrin ril;tu; ;ox. oistrici p.Iro*., wir inspea
$iltfi and vatve box after installaiion lo ensuro that avalve key cao easity be set m t's
3.OO BUTIERFLY VATVES
3.01 Materials.
A. Reference Standard - AWWA C-S04.
B. Type - Rubber-seated, tight ctosing type.
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vvr.r e,rur sr6u uo mscnanicolJoint unless insrallsd In votve voultl.
[,JIiBi'If[l]:i.Tim1'3;ih cast iron ASrM A r26, crass B whh r8.8
Operator . Volve operator shall be of
nllii;i:[1iTil'rtrily:',":tT[,,:il:ff [x,,.H,lti;,',,,if f;.titl:H
F' Rated working pressure: qrur: !508, ?gg pri. Abovo r50 psr working- p'.ssure. uso 'American Darting' ctass iiog or equar.
4.OO AIR RELEASE AND VACUUM VALVES
4.01 Generol. This specification covers o[ air retease, vscuum valves or combination airIf[iiffillii: *' tvpe or valve ".0 .nuir'ffifffiIn, ,ron the conditions under which
4.02 Materiols.
A' size'To be designed by Engineer for proper appricatioa
B. Body _ Cast iron.
C. Float _ Staintess steet.
D. Seat - Buna-N.
E. pressure Rating - 200 psi.
4'03 l'ocations' Air release, vacuum. vatves or combination air retease vatves sha, beinsra'ed to permit erficient nrii"g Li o,.i^r"e-"ir;d ;;ffir.. Jn.addiJi{,, they shourd provideprotection against vacuum anJ shalt coniinror.r/;#'p*kets of air accumurated h thopipetine. The type of varve ir,rr a.pr^d ,pon ir,ir:i^,.^afc ,r. of oporatioru
4'04 lnstallalion' Air retease, vacuum vatve-s or combinationrereassvatves shan atways bcinstalled at the snremo t'igr, pii^i oiiie.asuiu*1""
", t;*mission rne. rt ese varves sha!be Installed in a precast mintrole varli'witt, th;nffig ;Jino*n In standard'detait 3 and 3A.5.00 VAwE BOXES
5.01 Materials.
A. Materiat - Cast iron.
B. Type - Tfues piece, screw type.
C. Size - 5%. diameter.
D' cover - Deep socket type with the word .water. cast h the top.
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c. ooss - No. lbu r,ypo wtth 20lt Inch bottom oponing.
F' Velve Morkorl ' For volvss that fatl outside ol road povomont ard rhoddor,lnstall a six-foot ling, groen 'cs,roniiei rnJ,rer onift ^i*';;ilr. Merter tohove valve decal of top.
S-02 lnstallsrion. Valve boxes shaltbs Instalted ptumb end true, cnd contorod over th. tweinch oporotins rut. Bricks shall be placg$ undor ih;-il;, of the ,rrr. f'J, ionom so that8t no time loadings on tho vatve box will be trrn.ritt.ito the valvo. vatve box lid to bepleced \l' - Yt'berow grade whon located in espharioii*r.,..
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End of Section V
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18
mentM
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T.OO GTNERAI.
t'01 Scopo' This section shall include ott labor. materiars, equiprnent, and rnrsce[onoo,litoms nocssssrv to porform urr er.rru-ti.;. ;;;ililit"o"r'ii._.mpacrion or underground watertines end sppurtonsncos 83 speciried horoin for the Acwso.
:t":t'Iff:T.contrscto('s.rosponsibilitv to secure ott required excavation permirs and pay r,
f .02 Protection of Work.
A"
f,)ffi:,X{;Tffjii-rprotected bv barricades..rishts,-signs, erc., as requiredcircirmstanclswir#ir.r"'r,1;'$'L!t'ii:i*L'^rr;ir.il;
fffr $::liJr' [;::'n h t wi I I ui p"tl
"t' il;' t em pora rv s nl,, t. n., bo rrica de
B' Sheeting' shoring ond Bracing ' where trenc.h w^ans are not sxcavated at astable slope' the contractor^-slrall proriar'rno maintain'rtrrilil sufticientroprovent caving, stiding or failure ;t;;;il; ilffi ;;;:;T.
under normar construction conditions, she.et:lg ,t[ be removed as workp'oglesses' sheetins shall remain inrtlnJJir oi,i.iJl, ni oilulct or if p.peili: eT;: :i'*',',il:' t r e n s th t o " p p o-n b "*;1; ; i L",,'. * r, w id tir i s
The contractor shall be held sotety responsibre
[or rny viorations ot appticabresafety standards. particura*n;^iil;;, .r,rro to minimum-iequirements otosr{A and State of cororado o..upuuon-.il.rrtv and Heatth laws.c' site Drainage - Excavation to be protected from surrace wator at a, times.2.00 MAIfBlAts
2.Ol Eml
class as [sted ffi ,iJff :Ur'fl T,'.#l,tff :i:T'sshattcomprvwiththeapp,opiarc
A' class A - use for all distribution and transmlssioo rnains that are dwtile ko,.rn addition, use for art copper water service tines.
t- characreristics - Densety-compacted 3A. oass- 6 aggregate, four incher
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Ii l'f ff 'I ;f;',U:t r'; ::; dm pa c r e d s ri; c ,; ; e . s g i. s ;i,
2.O2 BackfillMaterial.
A' characteristics'made of materiats free from dehis,organic matter from frozenmarerial. Uniformty graded rrffi.i.nii;;tr* ptowcompaction.
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ffiH::111,ffi:::';:':,'j:Jffll'rrn.diamstor in top I2 rnches or &ckrin;
Generelly' no boulder 0rostsr than I 2 inches in diameter In remalnder of trenclr
3.OO METHODS AND PROCEDURES
3.01 Site Preoaration.
A' oearing ' Remove a[ vegetation,
-stumps, ro-ots, orgenic m8ttor, dohis andother misce[aneous structures and materi.r, tro, work site.
B' Topsoil Removst ' Strip ,existing topsoil from.att- Breas to bo disturbed byc,nstruction' Topsoit to be stocipnra s.p.rrtely from excavated materiats.
c' Pavement Removat ' Asphalt-and bituminous pav€rnents to be crt to th6 fuldepth of pavement' The verticatiac;;iil;,n s.rr.arr b9 a sraight rine parapetro rhe rimit of excavation. cuts rh;n b;;;. with a na-urrJiJ'air hammer,concreto saw, or 8s spproved by the *mter systern superintendent rhomethod used shoutd provide , ,ir.ii'ti, irr, *. Art asphatt tocated withintrench limits to bo hauled off site. e'.-, !'ivy
Concrete pavements, including curbs, gutters and sidewatks, to be saw cut to
ff J;l 1; ill i,'"1 i IiT ill;.r,]fii ffi ; il;; o r the . ;i,h;_rr ;; I, s t r a isnr ino
ll.r..,:.il.J1?,i}:ill,ill.,, be disposed of off sire. Broken pavement not ro bo
3.02 TrenchExcavation.
A' umits of Excavation 'Trenches to be excaviled_along lines a'd grades asepproved by tho District. Trench widir,r-ior'p,'p. loading to be measued l2irrches above top of pipe.
ill,ffi]:rench width to be th. outside diameter of thepipo orconduit prw
Maxlmum trench width to F the ourside diameter of the pipe or conduit plus:trl24 tnches for outside 1eg qrrri.ioii+ar*nes or hsj; l2t So inches faoutside pipe diameter of ie f*f,., o. il;;
Trench excavation not to be compreted more ryl roo feet In adwnce of pipeirstallation' Backfillto be comprit.o *iir'in zo teet oi;6;;,#:tim by theend of any working day.
B' Gror'rndwater control - contractor to maintain facilities on site to remoye o!groundwater from rrench. weter;;.ii il;;;t at reast r2 inches betow thotrench boaom, to a point s*t ttr"i";;b*r for pipe or conduit instaratiooexists' Facilities srral ue -aintaineJ;;iri;ilr^crete is.riro ,"0 backfiring
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. *r Pr0co 8t tssst 2{ hchos sbove e nticipatod wator levelr bolore wsterffii:i:rs discontinuod. A, *ri.;;;;;"rir'r'r,r bo subiocr to ipprovcr by the
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Excavated Matoriat'Excevared materiorto bs stockpiled so ss to not
trarnJ0i'I#!"til1,,x,,:ffi fflr;xi":11ffi fu T...g..dT,,....,,:T
ffi:ilrfi:lrvdrants and water velves. uuintrin naruratdrainege courses aod
D' oay Barriers 'rnsta' , *: Ilrj thbt crav barrier,-or approved equar, in praceorassresate, 4' berow r"j ii:';;;;i;:,";ery sgo feer for an warer meins.3.03 Eottom prenaration.
A' where soits are suitable and have adequate strength, bottom to be graded andhand-shaped such that the pip. uuii.-rlllil ,Liroi,..'ri;;il;enr materist.B' BellHoles'Material to be remorred to etlow Instaltation of oll finings and iointprojections without arrectins ;t;;;;iliJor.
c' over-Excavation - whenever trench is over-exT_vat:d to -stiminate pornt bearingrocks or srones or when r^g-rir[.0-ir#. ii.rances of 0.r footis exceeded,rhe contractor\s ro r.-u rt. uri rn' ;;;' ;;i"; g 9 r. g., e bedding ma reriars.D. Unstable.Ma_teriats - Materials which are no
il ilT' ro' oins s J" j. i,o o'; ;; ; i; tr; il i:ffi :'31'-',1 ;[ffi ilT,i :ff I;,,,,,'ii,r'jil1,1,iil?,riir,ffi ,;:nulll'r,u!i:r.:j:*:hl;trr,'H
6 inchesl and backfilled-with i-.r.un-i:'io t )r-. rock The rock backfirtprovides irrcreased watel movement and herps stabirize the trerrch bottom.e
X.,['nl",ation'Rock shafl be removed ro a4-inch depth hrow In bottomu,,'Xf;;.,,1fl1[:Tkil,; i i;;; j i*r,is i;; ff, bfftil, etc., s ha,r
3.O4 Backfitling.
A" Tamping Equipment. Exce
,,t*j,:.qu*;d;*{;.{,{^'jy;:ll1itii$tfr:ililf*.f iT,:,I
unde r, i'Uff : :.o,,3'6,f,1ii,fi fi t* il r o ui * i. i,i,iil c o, p, c tinsorshirtins.o'fidpj;.'i*ontractorrr,,i,i"i.tli,{lili.T,ff,i[f;nr,,:';;y,;
xtr-irT"red dnb tr,in- rr. app,opriaie
"ppiou.c equipment to obtain rhose
B' Moisture control - Generatty, maintain moisture oJ.the backfill materialwithin*' 2% of optimat moisture content as orteimined by ASTM o 69g. Maintainclose tolerances as nr.J.O to obtain dr^ri,l.r,rrquired.
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;;I*tt'*'Msximum donsity (100%l basod upon ASTM D69g or MSFtro
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i,Xl1,Tr[rli:::r,m,,r"r.is mareriar used fo( ovor_€xcavation ot any
2l Select Msterial: g5% Stendard proctor.
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:;,t#j" :iffi,i::isting or propos€d pavemenrs, roadways, srdewarks,
r, o,i. *t u rr i'i r i, Jri #:J',.H|, f rJffi t ilS,,T r;g1yy
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ll Backlill within publicor designa-ted right-of-wey: g0% Standard proctoror os shown on the Drawin[s for thise sreas outside of No. 3 above.
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|;a$lfillwithin
undeveloped, green or designated area: 85% srandard
D' Ptacng Backfill 'The maximum loose tifts of backfill material to bo as lolows(use smaner rifts where necessary to obtain required densitiesl:
tl Bedding and select material: 6 inches;
2r Backrir Materiar: 2_4-inches where g5%-compaction required; 4g incheswhere less than gS% compr"tioniJquireo.
E' Maintenance of Backlilt - contractor to maintain all backfifl in a satisfactorycondtion during the entent of the "onio.t and waranty period. Thocontractor will be responsibl. ior-r.prlrl^g'ml oeteriorrtion'i, s.uement ofthe road surface. Notification.or tri. i.q",rlr* ,.p.iiiffi'6;tssuEd by theDistric't' All costs for repair and
"il ll.[iiv', as aresrlt of surface deteriorationor senrement, shaI bo the responsibiritv 6i ir,u contractor.
3'05 Surface RestolatiQq' All existing surfac-e-improvements and site disturbed or damagedduring construction lo be restored to'a condition .qr.il, pre+oostruction condition A,restoration cosB sro considered Incidentat to th;,rEr.ti* and backfi[.
A' lmprwements'Reptace, repair or reconstruct an rmprovements 8s required.work wiil not be accepted j"tir ;ri;r;;;L.r...p,rd by rhe District and analfec{ed property owners._ t.pror.renir'i*frAg, by example, other utilities,culverts, strtrctures, curb & grttrr, ;.-i [orrr, sigr*, etc.B'
[tf-,ffii'ri,r'J;iil,i,::1" bE restored to orisinar coodition wirh rhe rorrowins
ll Minimum base cours-e material on olave-l1oad-ways or minimum depthgravel on hard surface roadwayi tJ Ue r z irrchei.
. 2l Minimum bituminous surfacing to be 3 inches.
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4.OO OUAI.ITY CONTROT . FIELD
4'ol 9omoectiQo' lt should be lully understood rhat it wifl bo the sote responsibirity of thecontroctor to echievo tho specified densitier i.irn.ruiin.,un, ond backfi[ matoriors preced.contractu will be responiible for onsuri^o inri.orr..t m.ethods ere being used for thcfiHi:ffiI end compactioo or said maie'iuri.-Co,,-ul'i ur.rrirr *.tr,oJs n.ir!r, but are not
use of prop€r equipment for oxisting soir condition encountered.
Mc,r'sture content of existing soits; determination if water should be added or ilsoilshould be air{ried to rEOuce mJir,rr. contsnt.
Thickness of backfifi tift.
contractor may, of his own expense, have an approved g.eorechnical engineer monitor theffiffjj. or backfifl and compaction used to ."irr" r-r.,r't tr,. duril;d ;;;;ities sro boin,
4'oz lnspection ard Testing' lnspection.and testing to bo performed at the dkection of the*:i:1, f,T'liflI,fJ,:ri::r.l''ll":,',,l"ll:{,:.1,+n9.,.s.d in testing. controctor r0ffili:T',ffiilt*lartowtestins. iontractoriour.rnrr'.ir"rs.:;.I.:Tilt;,r:'*::|}il:
4.O3 Densitv Testino and Conrrol.
A' Reference Slandards' Density/moisture retationships to bo developed for all soltypes encountered according to esirri il;; or AASHTo rgg.
B' Field Tcsting'Testing tol!:p,,, during compaction operations to bo done haccordance with aSfM D2g2z,irrg ;;,.iJar densitv methods.
C. Freqr.rency of Testing - Minimum of one (t ) test for each 100 feet of trench aas directed by the bistrict.. co"tri"iol'io ,rrur.te to depths required by
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End of Sectim Vl
22
Jlrr r nlr\)unc I ED I rNu f\NL, rl\Jry I ts I lNq
1.OO GENERAL
t '01 $cooa. This soction shall lnclude lurnishing otl mo-teriats, lebor, eqdpmont andmiscolloneous ltems necossary to perform prerrrle eno. teateil i.rd itt ar,rib,rtion.trensmission and service linos as specified herein torlne District.
I '02 Hvdrostatic Tests. Pressure and leakags tosts shall be condrrcted on all newty leid pipcand seMce liner. contractor to furnish e[ thinecessary eqriprer,t ail ;;;;irh to conductthe test' conttoctor willbe responsible for instatting tfio appropriate tapr used h ths test.
The test shallbe conducted between vervod sections of the pigetine, or 13 approved by theDistrict' water service lines will be tested up to the
"ro..o cirbstop. A;ili lrspection ofthe water service connection, at the water main and ,i ttrr curb stop, will be perlormed tochock the lealage.
Furnish the following eqtipment ond material for the tests:
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Descrintion
Approved graduated cootainert.
Pressure gauge3.
Hy.draulic{orco pump epproved by the wator supt.
fO.Otlgnql 3/4. pressure tap for bistrbt,. grrgi
Suitable hose and strction pipe as ,eq,rireA.
conduct the tests after ths trench has been backfille-d or partia[y backfilled with theioints leftexposed lu inspection, or when comptetety backfilted, ls perritted by the Disfid. Where8ny section ol pipe is provided with concrete reaction blocking. il ilfiI. f,. pressurotests unt! at least five (51 days havo elapsed after the concret; thrust u;ihgls hstaled.lf tligh'Earlv cernent is used for the concrete tlrust btocking, ih. il;;I'u. * to hilodays.
conduct plessuro test In the foltowing rnanner unless othe^rwise approved by thc Distdct:After the rrench has been backfilred as speciried, ri[ tt. prp, *ilffi;i;; lrpenng a[ airduft{ the filtirp. The test Prossure shall be t }3 ti,mes noirir.t.ib-tyiiiii'iiit"o pressuroof the pipo at the point ol lowest elovation (test minimm f SO p,,it.
A. Duration
l. The duration of each pressuro test shall be two hours, unless otherwiscdirected by tho District.
B. Procedure
t' Slowly lilt the pipe with water and ellow ro stand lu 24trorrs. Expelatl air from the pipe. Appty and maintainrL.lp..in.di".i.pr.;;;i;
continuous pumping in necessa ry lot ttre entiie iest perio,o. The testpressuro shall be calculated for the point of towest etevation, or as
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sp€cirasd by llg District. The pump strction sho[ be rn a barrer or simirardsvice. or mersrod so tho omounr 6r *ui.ii.;;i;;ro marntarn th testprossuro may bo measured Bccurstely.
-. '- a-'ry!
2. Before the line..ls pressurired, the District sholt verity thst s[ thon,c.ss,ry rnoin rine vorveg 8rs opon or crossd withiegaro to the section
;ln:::i3Jff:.d. rn addition, the or.tir.i
'nrn
,.,i,, rr\rt;iihdil;
Leakage
r. Leakage shail be defined 8s the quantity of water nocssssry to hord thespecified test pressure for the irrutio" ;i ih;'t*t period. No pipcinstarotion wi, be accepred ir ir,, rrriug.l, iiiriiihen the number orsa,ons per hour as determined bv ifri;il;i;i't-irr,rla:
L=
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ln the above formula:
L = AltowableJgafage 0n gallons per hourl}| = Number- oI iointJ in thi lengttr of pipe irrt.OD = Nominal dijmeter of pipe ti-n incnesip = Average test pressuie'ouiing in. lruge tsst (in pounds persquare inch gauge!.
Correction of Excessive Leakage
t' Should snY tost of pipe loid disclose leakage greator than that a,owed.locate and repair tt e ort..ti"e ioints * ,lP.-ii..,n the reakage of rsubsoquent test is within tlre speciti.o ano*-a^c-cl'
Air Exputsion
l' Always provide a 3/4' tap at high point in fine for air expursio'.
Flow Test
After new main has been reak tested, tE ri* sha[ be flushed byopening ono or more_fire hydrantsioiapproximatery r0 rninutes or unttrsediment has been flushed t o. svri.r.
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End of Section Vll
24
.LIrr yrrrrNl L\, t l\.rll \.r r(r I AUt t YYAI f R LINES
1.OO OENERAT
I '0t Scone' work under this sectioo sh-sll lnclude furnishlng all meterlah. tabor, equlpment,and miscollaneous items nscossary to disinfect rrim* *li.r. poteble water transmlsslon enddistribution pipelines, sorvice lines. end oppurtil;";;-;splcified rrerein io.'tn, Distri.l
1'02 stonderd' H'^tt-^lJisj1f-e9t ootable weter lines in sccordanco wirh the proceduerset forth in AWWA C60l-08. naa*ctfus_Wal;!frai;i
1.03 Pioe Cleanino. lf tho pipe contalr d,.rt o1 hgqvl,encrusled Tattor that,ln the opinimof the District, will not be removed during tne nrrnind opirrtion, the contraitor shan chanand swab rhe Interior of the pipe with o ire prr.r"i[Si['i(5O,OO0 ppml chtorine solutioa
A' Preliminary Flushing. Flush pipeline, glcept wlren the tabtot method ls used,to temovo all remaining foreign materiat. ihe flushing op.rriilshall devalopa rninimum velocity of 2.S fUsecond.
1'04 9hlorine Aootication' ln generat, chlorine shalt be appried using tho continuous fsedmethod' However, on large diameter tines whereir,ii *orrJ;;ibr;;tical, the s1"method mav be used. The tabrot Tgll"d .iiuu ,red on ,ton [r,t.nsions (up to2500 feetl of smail diameter mains o2- and si.rri.rt.
A' continuous Feed Method.- lntroduco waterinto tho rine atr constant rsto whiteodding chtorine at a minirr,
"on.r"trrilon "f iO ,iil Maintain thochlorinated water in the pipetine tor a rni-nimlp of z+ trowsl--iter which Dododof treated water shall coniain no less t rn Is rngn orchbri;e iiuoughout thcentire length. Repeat the above pro..orreiittuljijrrl riti. *a of 24ho*cfails to meot the minimum concentration
B' slug Method' lntroduco watel with a rninimum chrorine concentration of 300mg/l ot a constant, rneasured rote hto the pjpetine. Apply the chlorins lor rsufficient length of time to devetop a roriJc&,^n oi i.ili.ru'orl*ted watsrthst will, as it gasses atong the tine, expor. on nteiior siria;;., a periodol3 hor.rrs. check the apprication at ir,. lpiurrm end of tho Ene.
c' Tablet Method' This rnethod sha! not be used il trench wster or forefinmaterisl has entered ths line ol if fre *.i.r ls below 50c l4loR. Beeaurpreliminary flushing cannot be used, tflis *.tf,oO ,i.,.-n *ry t used whenscrupulous cleanliness has been.rrrtirrd. -
Place tablets in eachseclioq g! pipe in sufricient number to produce a dose orE0 ms/r. Refer to Tabre g of e\MilA c-ooi ror ir,. ,iiii,io minimum numberof tabrets. A[ tabrets within the main must bs ,ttr.r,Jui$,, top of the pi,paAdhesive ror attaching tabtets to rh; t9n o! p,ps wni G, n*-toxic watersolubte adtresive. rntroduce waror,rtoltrl priri-ne ;l; ;, no greats, rhan rft/second and retain rho warer in ths opurine ior';;;;'d 24 hours. After24 hours, a residuat chtorine test sharibe pertoir.i.-iil ro.rt.d water shalcontain no less than 25 mg/r of cNorine throughouttr,e-enure rength. rf thc
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t .O5 Finsl Flashinq.. After tho requirod roteilion perlod. llush a[ heovily chtorine ted wrtorfrom the moin until the chtorine conient,at.^ rr ".ilg';;'; ihun ,hct previiling ln the systom,illi::ffllJ.T,T;,fJe the rnoin nne r'as
-uei^'ffiuiv
nusnei,-ssJrl'rnrr.h;iib;
t '06 Facteriological Tests. After completion ol the final flushing snd prior to placing thcpipeline in service, cotlect simples from rhe .na oiin. ni. .^o test'for b;i;;ioiogical quorityto show tho absencl^:l::IldlT orsrrsm"- Ti',;';;rf.1 rry rrequerrv of sompres shelconform to the requiremonts of the piiulg t.ur$, ruitrritv i,.ring iurisdiction, burt In no css€shatt the number bo ress than one rir.r,io,inlil;#d;li
collect samples i'n sterile bottles from a,standardtorporation stop furnished and installed byrhe contracror in the main. Do not cortect ..rpr.i'[Jr^g'L ho* or fire hydrant.
1'o7 Reoelition of Procedure. lf tho originat disinfection fails to produce satisfactorysamples' tepeat the disinfection procedure until satistactory results are obtained.
End of Section Vt[
26
rAT )TILIAL UUNS I RUCTION
1.OO GT}IERAL
t '01 scoql' This section shatl lrrclude tho design and construction of aorial crossings. rivercrossing!, stors0e tanks, pressure reducing v;r'iir;;;otr,., stations. Because each ofthose structurel will require en engineerei design to-r*t field conditions end lndividucldesign uilerie' this section wilt nJt ,tt.rpt rd provide comptste design guidetiner andspecificetions' Rather, it will provide r generailisiing oi guidetines that rnuit be followedunless an equivarent arternative Is eppror-.a uv tne'oiltrl.tl
2.O0 AERtAt CROSSTNO
2'ol General' This section shall covor the deslgn criteria to be used on aeriat crossings,tnctuding warer rines susponded frorn exiir;i i;tilro...o uriagrr,-rnj"nn., aeriarysupported ovor steep.canyons and orroyos. tn 60th orir,eiuoro croslirqs, an undergroundor river crossing will be roquired unless speciat ci,cu*siances rendei ihe-below gradeelternative prohib'itive. lf it is determined fi!;"*';ririrrl"g rs acceptabre to the Distr.ct,then the lollowing design criteria shafl be fottowed.'- -' -v'
2'o2 Proe suooorts' lf pipe is to be supported from an existing br!-d_g9, r structurar anatysisshatl be perrotmed to determine ir tho u,iaee .un;r,ilii rh; "J;iii-;i;;;;^s. rr b€i,ne
ffiilXl.ffi new hidse, then additionafprp. irlorg snouro bs tnctuded as a dead toad
Pipe sha!be supgorted with a pipe hanger thattllows tongitudinat movement. support shallbe an adlrstable steet yoko pipe iotl or ipp*ud equal. in'uiation. , toiiio"lrt support trompipe harper to the bridge ir,an be prdrio.o ro- t-tri'itre pipe assembly will not movehorizonta[y due to wind foads, otc. tire spacing oittn pip. t rng.rs shalt depend upon themaximum recornrnended load of hanger.
2'03 Hoo lnsulation' Aeriat pipelines shall be prevented from freezing by pipe insurarim.The ins,lation R'value end thiikness shar bu d;;ig;r1',1-.'grnrra[y accepted standard lor
*'ff-H'"i1:l,Hjffiration shourd t.r, , rli,rr*'ii-i.rr. or io: rd;-risuration shan
2'o{ lrstrlation Protection' Provide an aluminumiacket with moisture banier strapped with;:il|!|;ftr|lft' Jackltins thickrcss shan ue a mrni,n* on 6 ,u noiue ksurarim
2-05 Em. provide oass 52 dtrctire pipe with flanged ioints, ANSI B r6.r, AW*A cr5r.
2'06' Emansion couolino' Provide a restrained expansion coupting between each rigidlysupported point of the pipe' Fottow elt manufirtrrJrtl..orn.Lno'.ti*, ,.rtLn instarting.
trHf-::,1XH?:,'J:lrTd;cessible to water drp,t,n.nt personner ror maintainins arfo
2'ol Ai and vacuum-vltrlts.
-tf bridge crossing is at a high point in line, install un a;, ,nd !
vacuum ralves appropriate for design londitions] i.. i,rria.rd Detaits 3 and 3A.
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i u,r.r*,iffiffiffi # ffi#;llJ.1;|:n be providod on either ond of the hidse. tr
3;!i;,Hi#Y',,:ij:'i{};'ll:.r'r' shoutd bo precod rn c rocarion whsre persooner cen
3.OO RIVH CROSSTNGS
3'01 Gqoprsl' This section cov'Is the design criteria to be used m river crossings.
l,;0,1, .mg*ir:,ff ;TIre encosed in concrete for the rensth of pipe undernoorh hish
3'O3 EIE For rir:1,:l?rring, q. pipe_ioint.s shart be push-on joinrs with ioint restraint,oass 52 D.r.p. Manufacturer'l referlrice - Griffin Snap-[ok pipe or equar.
3'04 Bend Restrainl' Alt vertical bends shalt be restrained with verticel reaction brocks andsu thread rods betweon bends or between u"nos .nJ con.r.te thrust tie.
3'05 Permits' Generatly' a tivs crossingrviltrequire a 404.permit or Nationwide utititiesPermit lrom the Armycoips of rtqineerr. rn. Ail;;;; shoura begin the permit p(ocsss a3soon 8s possibre, as rhe process ian rake fr;;id€d i.r, ,, secure the permit.
4.OO STOMGE RESERVOIRS
4'ol General' This^section cove's the design criteria to be used on storago reservoks. TheDistrict may a,ow either a uurieo corrcr€l. O*uor.trornd steer reservoir. The Districtreservos ttr dght to require either a contrete or steel ta-nr oependirg on the field conditioos,
*i::'location of the iank. n, outrti .n"u a.i.irji.iil, .ir, ,"a io.riion-or ,r,. srorsso
'13i,,'ffiffifl;,.ff:I,il1,:i,.J;:icatreportshallbeprovidedwhichmakes
4'03 stnrturel Desigo' complete structuraldesign, with calcutations and shop drawingsitilH# i j[[,fip,#ffif# ;# ff;;;;T ].,liT w e r de d s t e. r i,. r ii p r ovide d, it
4'04 cDH Reouirement'q' All colorado Department or Heatth,water Ouarity contror DMsion'Design criteria for Potabts wr1, svri;. sha, be followed.
l;?fo,ffiF.AmagneticfIowmetercapableofrnea.surirplIowInbo$direcfons
of ,ica.ih.,ril;;iii!iltrifir.,gttiqiil,liJtltrtixl:#,'y3,f
:l j[,]f,ffito the sarne basic reqt'irementt tt t pnv va utt islei..,L".+ro0- of this sectionl. The vauhshall contah heat, [shts and two r ro r"rt "rir;i;: ;;;triihshtning arresters on rnsg mete,powe' sensor rines to eriminare st ge andir";;;;i;;,d, ,ocated at both ondst,
4.OG Tant lnsulation. Not Applcable.
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6.00 PRESSURE REDUCIN0 VAULTS (pnvl
5'01 Generql' This section shatl cover.tho design criteria to be used on prossure redrrcingvaults. The District shal determine tho rocatron ;i pRil.
5'02 Pflv Velve' The PRVvatve shalt be o clayton vatve as- manufacturod by the cla-Valveffffi|[ J]:ffi["JJ['r:n'"
be e sinste ..rt.o. Lvjl,ri..rrv ri'i'iJi,-dilot .ont,ori.l,
5'03 Pilot control svstem' cast bronze ASTM B62 with 303 stainless steel trim. lnstallisolation cocks. closing and opening speed controt una-.ii.in.rs on pilot controts.
5'04 ftessurs Gauoes' lnstalt two stainless steel.liquid filled, hermeticalty sealed pressurogaugos with pressure snubbers, end isolation cocis. i;;;r at main intet airJ outlet of vaultso that il one pRV rs rsorated, gaugos wirt stiriregi;;r;--'
5'05 Bvoass Pioino' lnstatl a bypass around main PRV varve so that maintine can be fitted
il1ri,:f#,rnaintainod
with Pnv vatvs out of servico. iyp.., shau be tnsiared with an
-5'06 ftess.re Refiel v&g'
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9uT.ug.ho.dow.ns.1r-eam pressurs can result when pRV is stuckin open positioo. then a pressuro relief vitve sna[ ue inJiur-uo on downstream side of pRV oneither the rnain rine or bypass [ine. pressure rerief varve to be pipe to daylight,
99? lsolated valvet. tnstati isolation resilient seat gate vatves inside of vautt so that mainPRV vahn can be isolated. "Y'v r'
5'08 Ak Release' lnstall an ait telease and vacuum vatve on both inlet and outtet of pipe Invault. Each air rerease varve to have an rsoration;;il'-
5'09 PRV vautt' Atl-vatves, sppurtenances and pipo to be errrosed tn a corrcroto or steetvault' lnstalt link seat or equlviiont between pipl i^r.ts, orrtlots and vault wa[. providealuminun manhols lid markid 'waterj on coocrete vaulis. Aluminum MH rungs shal bcprovided oo concreto- vault. lnstsll coocrete supports under pRV and tees. AI vaults to beprovidod with treaL lights and two r r0 vort ouituts,
6.00 BOOSTER STATIONS
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H r'.'...-vrr .rrLtLtlllvll
1.OO GENERAT
J;lrl .*ffi;o}'t soction slrall Inctude the use of backflow prevenrion devices to prevont
1'02 Feouirements' Atl work within the District must compry with the curront requiremontiunder coloredo taw for prevention of cross connections and iacknowc. IL"n lawg lrrcludc,but ere not limited tq c.olorado Departmont of Heaittr statutes, a:i.s:i 2s.1.,4(hl;Colorado Primery Drinkiru Water Regutationr. S.C.C.n.Jiibg-f (Articte I t l; and th e .ColoradoDepartment of Health Cross Connition Manual..
ln genorel' thE law states that it is illegat to have or to maintain a cross connecdon on a publicwstor supplY. cross connection is d;sfined * ;i;;;;r.tioo;ht h-;il; alow wsto, tol:i.ltfltrHln: plumbins fixture oi *rt., svstlm into a water system suppryrns drinkins
I.03 Tvoes ol Cross Connections. Tho foflowing are common (but not limited tol crossconnectiors and required devices to prevent backflow:
A" Hose bibs - Vacuum breakerB. lrrigation tinesC. Frre sprinkter systemsD. Boiler systemsE DishwashersF. Solar homes using potable water as heat source
t '04 Bactllow Preventers' Be advised that each cross connection wi[ require difterenttYPss of backllow prevention dovises, ana is ueyonJ tnr .ropr of these reguratlons. Approvalof backllow preventers must be given uy oistrict p.i.o*.r.
The foltow'ng approved devices can be used as backflow proventers.
A. Alr gap.B. Double+heck valve assembly.c. Vacuum heakuD. Reduced presswo prircipal backflow assembly
l '05 Testino' state taw requires that the backflow provention devices be tested ann,alyby the supplier or owner and iecords i.pt uv th" ;;;p'rl, ir.*t tesrs. The devices shourdbe tested bv someone cerrified as r-urctno; ;;";;[oi i.ri., rester.
End of Section X
30
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a-!!.a !r,\'rr r ^rrr uL IlLtl Lltllq
1.OO GENERAT
r '01 Scooe' work undot this section shatl includo furnishing oll materials, lobor cnd toolrn'cessarv to perform all lnstallation, cteaning end r*ifu. oi .ri ;r;ti;;l;wer tines andsppurtensnces as specifisd horein and shown-on ttro Drawrngr.
1'02 Prolection of work. All pipe. fittings and equipmont shall be carefully handled, storedand protected in such 8 msnnor os to prevent damag. io r.t.riats. At no time shell srchmaterials be dropped or dumped into trench.
Precaution shall be taken to prevent foreign matter form entering the pipernd fittings priu
ilril,',rt'rflg
instsllation' Place no debris,'toorr, .iotir-lng or orher-mat.li.rrrr, tt e prpe dur,ru
At such time as pipe instaflation is suspended, either temporariry or overnight, the open end
:: l:t'd,r';lill:: seared with a water-tishr pirs i;;;;;,t entranco or tre'nc-h wator, debrir
under no circumstancss shall trench water be a[owed to enterlhe pipetino. when water lspresent h the trench, the seal shall temalq in piace'untiis*t tl;; ilih.ir.n.n Is pumged
3,?; ffi;fr trench water becomes eviaent, ;drq;;i; i rrrrr., shau botaken to prevenr
lf in the opinion of the Engineer, the contractor is incapable of keeping the pipe fiee olforeign tnattet during instatlition, the Engin;-rhrd;;qr'"; ,r,. contraJioiro'cover tho pipeends with close woven bags untir the stirt of tr,r;ointi-ng operation.
2.OO MATERIATS
Ttu's item covots the types of materials that will be a[owed for the constrwtion andinstallatioo of sewer lines. All materials used shalt be nsw, oI the best quality avaitabte andconform with appricabte standards as lndicateJ h;r;r":'- ''
2.01 Ducrile lron pioe Fiflings. Not permltted.
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A. WC Plpe, through lS. diameter.
l. Material Reference Standard - ASTM DlTg{?. pipe Reference Standard - ASTM D30343. Ctass - SDR-3S4. Markings - Manufacturer,s narne, nominal size, A/C cell classificatiorL
IJ*,J:", sDR-3s, pVC sravity ;;;;;;tpr, AS'M oaogil;o ,odo
B. PVC Pipe, 18. to 27'diamete, - Not Applicable.
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3' Roforonce srsndard - esir"r D3034 0r ASTM F67g
D. Jointr
t. Iype. push-on rubber gasket2. Gaskot roforonce stendard _ ASTM F,177
2.03 Force Main.
A. B/C pipe.
1' Materiars 'ASTM Dl 7g4, Type r, Grade r. pvc r r 20, 2ooo psi oerign2. illili;r, Standard _ AwwA c-soo.3. Ctass - l SO (DR-tg)4. Markings - Manufacturer,s name. nominal size, class pressuro rating,8.11...,:i,i,?tilltiltf][;,:,:LiTfi ;ffi;lll,u,.,,o*,u,.6. Size _ Sha'contorm to ort-side Orr.t., ol Dtp.
B. Fittings.
1' T-ype ' Atl fittings shall be rnechanicatioint except where specil.rcs,y2. i!!il^:'. r',iiti,.ill'ilil,l;^ ;.,,0,A.2,.,0.3. pressuro Rating - 2so psi. !'r,.^ w
4. Gasket Refereice StanOaiA _ AwwA C-l I l.
c.Joints.
l. push_on rubber gasket2- Gasket Referenie standard _ AWWA C-l I t
2'04 crwrete For Thn"st Btocks an<l -EncFsing Pine. concrete ror thrust brocks and for;:,:"t^'the
sewer pipt rjr, ,urngrh of not tess rhan 3ooo
2.05 Manholes.
A. Corrcrete Rings/Cones
l. Type - precast2- Roference Standard . ASTM C47g3. Size . As shown on tfreLrawings
B. Manhole Bases
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Manhote Stops
Material. Aluminurn, ASTM C{7gsire/Typo ' )t' round .to.i rlo.-*riou aruminum with srip-proof tread.Spacing - As shown on Drawinos.Mounti'g'Grouted in ptsce on".or*,.te ring with A'TM crs0,-Typett m od i tie d portta nd c. ^. nt--o.tii'u"i j ..no -g,*t
f ;;; ;r.tight loint.
Joints
:' iil';;ili,tl$JJ,:i::?:i,::.j'j ;;,:,,"*ctured by K.r. snyder2. cement Mortg Materiar her.iril, s1*i".u -_'ne part porttand cement,Type ,, modified witrr three p.rt, of sand. c..J^i mortsr ro bo usedwith concrete grade,ingr *[i.'
Grade Adiustment Rings
t. Type - precasr
IITU_Cl 19, Typ, I modified concrero.z. size - Not ress rhan 6' *lae i i,ilghri io.;r*;;'i. adiustments.
Frame and Cover.
l. Material Reference
-.Gp_V lron, ASTM A4g, Class 30.?. Cover. Stamped ,,itt ;d.".r:,3:
Iir*: #Ja, "o,"bin"J;;il,1T1ffr,*1H.;11::i.ffiI^,3iu4. Manufacturer Reference - Neenah, R-l Z06.
A' wyes' Required for an new sewer rine constrtrction
l. Materiat - ASTM D3034 pVC.2. ftlenOth- For uso witfr Son-iS.3. Joint. Slipon ruUUer task;i.--.
B. Saddles.
t. Material - ASTM D3034 pVC2' Joint ' Bubber seat to- mairiwitrr stainress sted compression bands.Slip-on service ioint with iruUri'grii.u
2.O7 Shear Gates. Not Applicable.
2.Og Flat Gate. Not Appticable.
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2.10 SatcValvet. Not Applicoble.
2.1t Vahe Boxer. Not Applicable.
2.12 Tracer Wires. Non Applicable.
3.OO METHODS AND PROCEDURES
i;|,l,.ffijL.fl:[li:.j1,l,.:'I:^,]:.:{rnater[elsthorou0hlyofal|rororsn maroriar 0nd inspect for cracks, niws-o-ir.''r, J.i.Ji.;;'i;1';:ffi:l,r#l[:J:ii
Il{ti::"'amased
or unsound materiais wilr, uiis;; i.i.in!".r.y* or paint and remove rrom
The controctor shatt take att necessarY precoutions to prevent eny construction dobris fromente,ins the sewer rines during .on.irr.iio,,. ii ihi; ;;;;;;:urd.enrer rhe pipe tino sysrem,rhe contracror shan furnish ,riruuoi.ni rn.tgiutr;;;filo.ctean the sysiem. under nocircumstances wilt the contractor tturt-th";;;rrr r^t" iiirrirting sanitary sewer systom.
3.02 Placement_of pioq.
A. Batter Boords.. Not Applicabte.
B' laser Beam' Atl sanitary sewer pipe must be instared with a laser. rt bendingof the beam due to air temperature variation, br.or.s apparent with .in pipe.unirs. e fan sha[ be provided G;;il;;]i" ,,r. pipo. Air verocity sha, notbe so excessive.sio causo putsating-J'viuraung of the beam. ,,, rn theopinion of the Engineer, ine u.eim.ri^ltL eccurately controlted, rhis mothodor setting rino and gr.da rnari ue-auaffi,ilo.'
3.03 Foe Embedment.
A" Placing embedment materiat'Refor to section M for pracemont msthods.B'
;Eill:3il:fi ,*ffi:i, ;j.J::J:,::T:TdT,,,# constnrction Drawinss for
r. oass A - use where- indicated on the Drawings and where improper
fffi:'?l$"une:pected t,.'"t "o'iiit* ,.qrii. ii, ,rr * derermined
Z. Oass B. Use for all pVC pipelines.
3. Class C. Use for alt except pVC pipelinos.
3.0,t Pios lnstallatiorl.
A" tnstattation of Ductite lron pipetines.
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r'i;.tt;;i;',jffiJH:,:;#:iJ::Jl'i[iJ'i[],il,U.ffiil1T;tho benk cnd ellowed to fall Into the trerili,-'-
*'' ,
2' Pipe Laying' pipu shall bo loid in straight stctions, In an uphilldirectim,wih bofl ends facing In the dkection 9i !;ytil:'il;r, or..rrO othenviscbytho Enginoer. \A/h.n pipe tayins !'I"ifi;;;r;;r, the open end ofrhe pipe shafl be ctosod bi a wltei-tight ptud.'-.'--
3. Joining of Push-On Joints. -ln ioining the pipe. the ertrerior fow inchecof ho pipo at rhe spigor ond and the-insidJ 6iir,r'rdoi^ing ben shs, bothorougNy cteanedto remove oit, grit, triil.,;;il;ano otisriort,p"ri.u;;:' ;h; nr*.t srrar be prr..otiittt*t:f, ;ffi'Hlarge round side of the- gasketloinrrg i;.,0.'ir.,. p,p" so it wifl sprholnto irs proper place in-sioe ihe pipe'Uei. -A'tli;i nl, of the pipemanufacturer's ioint rubricant rniri us-ap;rdi id-ile gasket over irsentire surface. The spigot end of the p,pr'r'nrir1t"1ile wiped crean andinserted into rhe be[ iolontacrrhe d..ffi d.'fip; shar be forced a,the way into the be, by crowbai or-iact ano "dk;; stings.
4' Pipe Cutting. Ths culting or pipe. for rnanhores or for fittings, or crosurepieces slnll be.done in aieat anO *orir;ili;;;iorre pipe oi rininj ,o., ob;;. a smoorh end at:lriliT:$rl',f,fl:axis of the pipe. The flame cutting or pipe uimea,is or
"n oryacetyrenetorch witr not be allowed.
lnstallation of polyvinyl Chloride pVCt pipe.
t ' Pipe Handling' Ptpe shor.rld be carefulty lowered hto the trerrch to av'idpipe falling into trench.
2. Pipe taying. lipe shan be raid true t9 rin and grade, rn an uphiil
ifi L'1il[[I:,.#:;:ilx]T,',,fr 1i;:*:,,H';,ffi l,;r,f$#.right plug.
3' Jointing the pipo- The outside of tha-spigot and tho Inside of the be[shall be thorougNy wiped ctean.-markedir*1,1,*i;;,-,iil;*.ilH.t-:f,,ffiH$i#J#jl*
usrng a thin firm oithe manufacturer-suppried rubdcant. hrsh the pipsspigot into the-be[. position the compretedioint so rhat the mark oo thepipe end is In lino with the enO of ttrl UeL.-'--'
'- gr
1' Pipe Cutting. The .yt ing of pipe. for manhores or for rittings, or crosurepieces slrafi be done in , i..irna wo,t antit; ;;, without damagetg the pipe and so as to leave a ,
irnr,tr,"i.,"..J:Ti#,T,:?fi itt#*{H.$Ht"ti,ih1lff#
from the end of the field-iut plrr.
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v.,r,,.,e .,Prr. rr()[ APpllcsblo.
3.05 Sower Manhole lnstallstion.
A' Gsneral' Manholos sholl bo lurnished and Insto[sd todopthr and dimersionrshown oo .th9 Drowings end/or srsk;t in n. nuio.
--irirri-r,ot*
shel o.;:lil,Ijn.j:'or precast concrot, rinss tn-acco,aun.. *it'n aliri. shown on the
8' connecrionr.to ulnnorel Tho.[rst rength of sewer pipe into rma^hore sha, be e maximum of 24. ,, --rrrrrea
fronr-tt; i;r,#rH:liillmanhore to rho end or tne pipe.'n riilii*, 6xtrE cere shargrouting or othor means o.r seaiing i;;;;;,. positive ;;,il|11i;r*il,:l0round the Inret or outret ?ip.:. rrp;;d;;i; y8!.{ stops, speciar sreeves or a;:ITr','J;i,'.:'ff il:*XmiUf:pu"'t',iiu;';";'d:i;prp,,r*ft i
c' Manhote Floor and loverts. Manhole bases sha[ be constructed to conform to:l#llii;ilfiT$J*l# ;'f #;lt n *,a n ne r s ili- i. s m oo th a nd
ffi:1"'":';::;;nm:il;;iqrill]*.ffi$ffiliffi,gl
size end grade of tr,e .r,ann.l, .t., ue i ju"gruouary
and svenrvdi f ferences in invert .rur. tioi, ;,r;: ;i:,dh;;;;iirrl r#ffi ffi ::the wastewarer does not underso ,;;il;ig,o.o. rh; ;;;ilIji*.r, may beforrned directry in the concrete it tt e ;;;; b.ase. me noor of the manhoteotttside the channel shall ut.rnooi'r,l"i'.i.ir stope toward the cnarnels.D' rinish,Grade end Adus,Til: -to bring ^thr.T-.gore cover ro th, correctlkf,lll';*.t:&ir',1'.tl or each ,.nr''ote'rr,"d u. **i,*,J'o or pre+cst(6-rwioe-anoi,;'il;;;'rtJltil,Ti;l;i:t';yllitffi,,1.il.iTiil#,r
Grade adjustrnent with rings,r,.n U, ,igti ilil, (g.l rnaxim,_ ."0 two inchec(2.t minirnum. An ,insi s-hu[ il;;;U in'i,."r.
E Manlrote s!E' g niPl stubs required frorn ma^trotes are shown oo theflrffilnr. Stubs shari iaena ,pp".,i.irriri, ,0. f,g, U,. ort.iJ, face or the*.,.,-l9ri$":f,[ff'nnua o' fi'sn;;;ih rnanuracturi&;r,,s, ro rorm r;*Gn,
ip;-4,ifrifi,lr$itrir1ffiffiI
permission fiom the
completion of this connectioo. c#;iions srra[-b'e'--"i.'r. shown * G -orawi,rgs.
Alx!il:ff berween pipes of oiriei.n-t-rn.r.riurs rn.Jr [e-L-aae wirh appro,eo,anrr.crued
3.07rJ'v' rrQtecrron ol water Suoolies' Sewer lines shalt be rocated a minimurn of tenieet ,0,1horizontally t'ot ttitting oifrffira"ir,., mains. u*.r-it," sewer rin. .,or*, above rhewater line' o, is less .},.i eighre-e;;;;t ttg.tvertic"'i, [.,o* tne inrertiiiiu ,n.rur linr,
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r*p.**r' [;;t,r..;;iH l,nl;"ri#"'i3iio'H,Xil,or rnsin' the sswer line shorl be rnadc
Merhod t. Twonty foot of ductire rron wster pipo u AwwA c-goo F/c ah€[be used for sewer pipe and centerod-over wetor mrin. The toints between ttrcsower pipo ond the-replacement pipe.(otp o, Fuci iirin U. oncased h r::ffilffiller. rho concrote colraiwin be a minimri'oi'i.o;1r,lii. ir^,."i
Method ?. The sewer pipe sha, be rsinforce^d rvith concrete encssemont. Tha.ncas.ment shafl be at reest six rnches thick on ;ilil;; of the woter rnahond e>crend tsn feet on each side oi the watei ,rinl'- rn a[ casas, setectgranurar beckfi, sha* be used to pfevent any settting oi th. highor prpe.
ln all cases' bedding material strall be used to prevent any settling of the higher pipe.
3'08 Service connectigns' customsr service connections shall be installed ln accordancewith the details set forth on the construction 6i.*ingr. Aii.l ihr'.'urri.. connection rslnstalled' the end shalt be plugged water-tight wittr a manufactured prug and marked with rstake except gs shown otherwiso on the oia*i"g;. 'v'ovrrrl.,u prug
3.09 Tracer Wre. Not Applicable.
4.OO FIETD OUAUTY COI{TROL
4'01 Alionment and Grade' sewer pipelines will be checked by rhe District to determino[:irTiig Sr,l'r:il:nt
or the pipe iris o..r,irJ a-rter $,e trerc'h ior-u..n backrired. rhe
A light will be flashed between rnanhotel, or if the manrrotes have not as yet beenconstructed, between the locations of the mantrotes, u! ;;;;'; a flashlight. tf thrilluminated interior of the pipetine rh;; ;;r-.tigr,rnt,.tr,splaceJpipe, earth or otlprdebris h the pipe, or any'other tinos-Jijuirct, me orr.'rtiii oetermtned by rho#;:u;ffl.Hiffif:1 bv the c;;;;;;'-'l hf ;;;;#1se. rest wm ue
dorects,orir,,ine'ail;'3,ff'HJfri$i:'#,T.',[reunt.#prr.udpips;;,#
rn addition to the abwe, the owner shar, at his option and at his experse, rerevise tho*i:rri:*: rino prior ro sccepranco. Ar defecr, ,r,.i b.';;ft and corrected as
4'o2 teakaqo Test' sewer lines sJratl be tested using a tow pessure air test oory; wote,tests will not be allowed' onlv after.tL9 1"it1if'"r*r.rrr, incruding sppurronances and
ilTfffi,trh:";:,:|,:l,trJ,.,,,,..tuacrnireJ aJ-"irrn.o, shan u,. Coirir.tor proceed with
A' Low Pressure Ak Test Procedure. The section of sewer line to bi tested shouldbe flushed tnd clttntJltiffi- conducting rt r io* pressur' air test. Thisserves to clean out any debris, wet tho p','pa, .J produce rnoro consistentresults' lsolate the section of iewer tine io uL i.ttro by means of inflatable
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e rvypur ) ur eurur sur16ols rost ptuo!. One of tho dug! should havg on lnlet tap.or othor provlsion for connoctingi hose to-a portable rlr control rouro..
lf the test section ls betow the groundwator lever, determine the helgh of thcgroundwoter o.bove ttc spring lino of the pipe at each end oitt, test rsctimond computs the averago. Fgi euew poloriroundwater cuove tts plpe sprlrufine' incresso tho 08ugo test pressur. uv o.qi pornds per squore irrch. connectthe air hoso to the inlet tap and t po.tuutu air control sorr.e. The air equipmentshould consist of nscessary valves -ana fi.rsure gates to control the 'to atwhich air flows lnto the test section and to o,.ibre rnonitoring of the ctrprosswo within the test lclioru Also. tte testi,fi .pprrli6 shodd boequipped with a pressure relief dwic. to rrtio trroposiiuitifv oiiorang tho testsection with the fufl capacity of the compressor.
Add air slowly to the test section untit tho pressue lnside the pipe Is raised to4'0 psig greator than the averago back prelsur9 oj uny grouno';at6r that m'ybe over the pipe' After I pressuro of 4.0 psig is obtained, regulate the ahsupply so that the pressure is maintained between 3.s and 4.0 psig (above thesverags groundwater back.pressure! !91 a neriod of two ,inrtJi. This allowsthe air temperaturo to stabiiize In equniuriuli *io $,e t.il;;;;;r. of rhe p,r.pe
iliff;.,Hipressure
wifi normaflvdrop srishtry untir the t.ri.,rirre equr,urium
Determine the rate ol eir toss b.v tu time/pressure drop method. After ttr. tweminute eir stabirizatioo p-erioo, -\ ,ii Jrpprv t osconnecf,o ano th testpressue allowed to decre-ase 1o 3.5- psid.. Tho time required for th. testpr.ssure to drop from 3.5.psig.to z.'s isig ir-oririri^il'il mearc or rstopwatch and this time interval is then iompareu to the reiutred time hgublished tables to bo provided bv tt, oirtii"t to determine if the ,ate of loss' Is witlrin the atlowable tims limit lr th; i-ime ts equal to, or groator thon, thotimes hdicated in the tables, the pipetine-iiiau u. i..16.i aJc.-pt.ute.
upon completioo of the test, open the bleeder ntve lo a[ow air to escape.Plugs should not bs removed yl$ an air fressure h o. r.rir,os been rdeased.During this tirne, no oo€ shoutd ue rnoui.Ji^ tr," rur*r, o, ,Jni ore ufile thopipe is being decompressod.
4'03 Manhore rnsoection. During the constnrtion of thE mantrores, th' contractq sha[,In accordance with good practca, irsure U,.t *i.rrti, i.nO, ,0"f. * otir.r-t-oreign rnaterialexists m tho ioint stnfecos during assembly or tr,r-t..tio". mu Engineer shall ched caclr
S;$*termine whether t6e rnanhofu r,,rnnr-nr'irqrir.ru"i't ;ith.;rawirps and
Msual Examination.
- The Engineer sha[ visuany check each manhor,, bothe)'terio( and interior, for flaws]cracks, hores ; ;ri*;iliequacres whichmightoffect lhe operation of water-tight integrity of Ge-riintole. shodd anyinadeqr'racies be found, the conriaator, ut his ovrn urpunrr, shafl make anyrepairs deemed necessary by the Oi.tiirt. -
Leakage Test' Atl manhotes shall be tested for leakage and att tests shatt be
A.
B.
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ilfi . r il; o, J, li",t",' il'J iL
"'.'J li f.Tiff .:1 i[ H,ff ?:flffii* m**:rr AI rines roeding inro or out of the manhoro shor u. tightry prugged.
2l The manhole shatl be filled with weter to a level-at teast one foot rbovrthe uppormost Joint. The w.ater shatt be eironrea to stand for two hou.to ollow for normat water uurorplion ili;ih;.rnhore rnatoriar. At rheend or the two-hour stabifizat,fi ;;ril,'"i, ,h. wEtor rovet h themanhore has dropped berow .',! irglii;ffil, additionsr wstor wi[ boodded to bring the tevor ebore tt r l'int ii u.10ry. Any vrsibre externatleakase noted within
" onr'h*i i;ii ;;,i;*a[ constittrte fairue. and
l,Trt'l1'i::lHliXi,"":l,i:'"'1,',',f filffi olr'th';;;'d;Jni,.u.o
it?rt,. ;n$t maximum attowabte ptpe-dotrectton for r
ilf l"'tr'i6r,l;lill;:Tfffir{?,:r'j#,if:iffi il:iryii!:LT]'ix*tri
ittowiute diamete^r,uu'u. equarto *,, ,"iJrt-i,{Hiil l[iT:,tii,f;ir.]:HIHIin the appficable portions of tire lsir* iir^i.ro sp".irit.iil;;; theprpe manufaliurerr- recommendations, minus fiver percent (5%r of thi "-onnr^;ii;io, d,rr.t., oi ir,. p,p".Those sections of non*igid pipe *itn a.r-r""iiJnr^gr..ter than the maximum arowabre riveg::,'*:ti,iL'H::L[r':eptaute-an;;; cint,r.ioi',,iri',.roue and reprace tlpse
]l:rrrr*1i*:ffi*:n", be run between fifteen flst and thirty (301 days after backfirrins or
Deflection tests wirt be run if, in the opinion of the Disrricr rac?ina r.ror t e s tins : M.l
.u I ; ; r; il ;. t r,, f, J I v il ,3,3i:,X,.,li ]',iryffi ff r ri,,*ff ::iI*Ji tilltrlglt.rt?#otsand eqripn,eni nrl..rrry to make the rests and to perfurn any
5.OO DESIGH CRITERI.A
:;?;t,ffiff; fl."t*ities shatl be maintained between 2.s rps and r5 rps. Minimum
5-o3 slaaa. Minimurn sewer rine sropes shafl bs es fo[ows:
8'
10.l2'
15'
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.oo4 fuft
.0o3 tuft
.0022 tuft
.0015 ft/ft
6.03
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.0010 fr/fr
.0009 ft/h
.0008 fr.rtt
6.OO GREASE INTERCEPTORS
6'01 General' Because of the lmpact of greese on ths District's lines and treatment plan!gresso interceptors ere required on ostabriir,ru"tr'pr;;"r"g or seMng rood.
All grease interceptors shall be new .t^9.1F interceptor ard lts lnstanatloo sha! 6. hconformorrce with tho tstest edition of ths uniror, ilii*[* a*. except as modifiod horerru
6'02 ReoukementsfO{ Grease lntercepters. {-n approvedtype greaselnterceptacornprytpwith the provisions ot this te"Jon sr,iilbe initri;Jilih;-iaste rrne reading rrorn sinks. drarnsand othet frxtures or equipment In tho fo[;;il;;il;rh*.nts: Rostauron*. cafes. hnc],counters, cafoterias, bars end crubs; hoters, hJ,;rt;6; ;;;rory or schoor kitchens, or otherestabrishments where groaso ,ay be l^tr"d;;iilffi drainage o, sewago system. l,greass Interceptor Is not required rir rnoiulourii*.riiiiuil o, ror any prlvate fvin, qusrrer&
ii.
2{'
?t'
Plans sha' be submitted to and approwt ottained rrom the Drrstria prior to the
ffi':..i,n ;.f;:, srease rnteiJepior rn
-rni;s-ta'uil;irrnt *l forth h
No grease interceptor shafl be instaned which has an approved rate of ,ow or
frf Bffi:lftv-rive
( s s r g aronr p.i rinrtr, rr..pi *tre'n'ipecia ny approrcd by
No grease interceotor sha[ be instared,rvhich has 8n approved rate of gow ofleEs than twenty ieot gano,; p"i'rln*r.
:tril"#?1T#Hi,fl XiTili,i:I'ffi ',:lffiH,;?ffitlflI'il$Itnstared In a readirv_r."*s[[" r"o uiiuL liilr"i'ilG .,[ dsco o, drahounht of each srch fi:cure. now-coniror o.u..i J',riil;, desrgned ttut thctotal llow through strch devic, * o.Jtr,,hrn;fi"uil. u. groato, thn thcrated capacitv or rhe rnrer."ptr. r,ro iro* "*i;.t;il;;tving adustr,e aremovable parts shall be approved. -
Each greaso rnterceptor-required by this section shafl have an appoved rata offlow which [s not tess than $,rt glvm n trr oirrrl"i;l?on schedule for rhctotal number and size of ti:aurei iorilo.tro tr,ereio-or-&harg,ng thoreunto.The total capacitv in gaflons rro, riirres. aschargi;giiiinv Intaceptor shalnot exceed two and one_hat, tZX, times ih;-fil;-rrte of the subieaintorceptor. -- r- '-'
Any grease interceptor instarted or rocated in srrcrr 8 marne, that the inret brnore than fotrr feet (4'r rower in eievation tr,.i tt.'iruet or any frxt,rr
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v.-v.s,y,r,u x,ru sucn tnt.rceplqr, snoll-have tn 0ppr0v0d rrte of flow.which lrl:il:ti.t:'n lirtv porcent (so%i i,.rt* tr,an tnri si;;;^ the Drstrrct,r E.R
I;ri:T (TillXTJil;Tili[:xrures shan bo connecred ro or dischersed hto
For tho pu'pose of this section, tho term .fixture. shot rnean and incrude ecchplumbing firrure, eqorirncgr ;;;;;rr or orher .q*pr.nt required to bc:#;il:ro to or dischsrsed into L-si.ase i,,tri..ptor'-tlin, p,or;sron of rhir
Ei*:lff::Jfiffr:*{ shau be vented-as required by r}u
r ra p pe d, n o ru n,.'I,"*:lT f;[1$ o3 r " "' r"t *.; ;;lrIJX'i:T,#'}ffi
ffi ';jffiTi':ffi lm#$,fu *u#*i.frl,t#,,#
Each grease interceptor shart be instarted-and connected so that it sha, bs ati^".1[iilo'illlri:"'siure ior"in'p"ti*; ;i,;;;rd-rfo ,r^*rr or the
lnterceptors sha, be maintained in efficient operating conditions by periodicromovar of the accumutateo trrir.-.
^ruo sircrr c"i*tro grease sha[ beintroduced t,o .nl._{::[g!-eiir";,-pubric ;;;iril,;;sr, lnd it $ha! bodisposed of h an onurorunentalty safe mannor.
Each grease hterceplor sha, be constrrcted of dura,e matedarsatisfsctoryto
3:rff:htj*t"i,trave a r; J;;as tishtil.;il;;can be easiryard
No water tacketed groaso Interceptor shafl be approved or In$alled.
Each grease hterceptor shall have an aprroved water seal of not tess than twoInches (2'l h depth o' o" ar.L-t;;;i-ril#;;=iiil[, b srearer.
Ig,grrr:.- lnrorcepto, rgguired by this section sha[ be lrst;and modet of each size tr,ereot ilr'tirn approved by rr,e J[*#, rhe tvpc
Tho District may ,r-glirg such tests ss may bs necessary lo deterrnine droiJ,:?i:,,T:'iJB,,'Jf,Tl[J,"",:*.;ilili;;';ii.khd;.;;;;;
[:::iliHil',r*e'.ou.,Jo;Jdir''i:[,,T"!F',1'H,f *]riHl[I
be k e pi oh rilft ., ;i:' lft fllilt;,tr, :,:t', ; il ;' ; ;ffi ; nt.il. pt o,.,rI i
No grease interceptor-sha, be instared which-does not compry in ,n ,rrpr.r,with a type or rnoder of eactr';;;';;proved and accepted by *re Disrrht
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7.00 ctEAfi0tng
All service lines sholt htF! minimum of 910 (ll cleanout per one-hundred feet of piperinclensth' A cleenotn'consistins
"i ; ;;;ilri so; i..'ii.fii,l.r.r or rhe seMce rine sha* bsprovidod cr the propefv tino i.i*;;ir*$rgni.ul,^ri Jr*.q and. tho rn;h it";. rhe upper24' ol the venicit tslr srrarr'il;il or .ou.t:te t;-il rerminate {. below grade h: H ii. Ill,l,il'# ;Y nf il*t n*: :l Sl,,"j, n
il,T' J#, ni, .i J.l, Io #; r,s g, o *,ith
Erd of Section X
o.wl'aatulIttllt
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REcoRoeo yg o.cLocr #.x. nec rt* I t!!{ rrL0R€0 ALsooRF, cliirelo m0,0891,,r,620458?96COUIIII CLER(
STATE OF COLORADO
County of Garficld
At a speclal .','eting of the Board of County Commissios6ls for Garfhld County,
Colorado, held in thc Commissioners' Mceting Roorn, Garfield County Courthousg in Ghwood
Sp.iogS on llonday . thc 3lst of Januarv AD. l9l3- there wercprescnt:
Elner (Buckeyl Arbanev Q6m missio lgx' Ctairman
Arnold L. l{ackley
- COmniSSiOnCr
Marlan I. Snlth Q6mmi<siOp1'
County Attoruey
Clcrk of tbc Board
Don DeFord
Chuck Descheoes , County Administrator
whcn the following proceedings, among others were had and done- to-wit:
RESOLUION NO. e4-oo8
A RESOLUTION APPROVING THE SERVICE PLAN AND THE FORMATION OF THE
ASPEN GLEN WATER AND SANTTATION DTSTRICT
WHEREAS. pursuant to tbc provisions of Titlc 32, Article l, Part 2, C.R.S. as emeadc4 the
Board of County Commissioucrs of Garfrcld County, Colorado, hdd a public hearing on tbscrnice
Plao of the proposed Aspeo Glen Water & Sanitation District on the I I th day ofJaauary, 199{; and
WHEREAS, Notice of the Hearing was duly published in Gc Glenwood Post and tbc RiIIe
Telegram, Eewspapers of geoeral circulatioo wilhin the County, on Deceober 21, Dmbcr 22,
D€cember 28, December 29, 1993 and January 4 and January 5, 1994, as required by law, and Noticc
was forwarded to the Petitiooen and to tbc goveruing body of each municipality and spccial dlnrict
which has levied an ad valorem tar within the next preceding tax yearand which has bousdaries wirhin
a radirs of three mil65 6f ftg proposed Disuict; and
WHEREAS, the Board has considered tbc Servicc Plaa and all other tcstimony and evideocc
presented at t-be Hearing;
WHEREAS, it appears that tbc Servicc Plan should be approved without coodition or
modificdion;
WHEREAS, although the scrvice plan includes a scrvice area and expandcd sewioe area, the
action of thc Board of County Commi<sioocrs in lhis 166tutieo in no mennel isdicarcs appmval for
dcosities of aay land use, zoning or zubdivision purposc within those areas; and
WHEREAS, the boundaries of thc proposed special district lie entirely wiLhh Carficld Connty.
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Mlldred Alsdorf
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Boo(0891?.,r621
NOW, TI{EREFORE BE ff RESOLVED by the Board of County Co-*ikos615 sf C.€rficld
County, Colorado:
Section l. That the Board of County Commissiouers of Garfield Cor.uty, Colorado, does
bereby detcrmine thatdl ofthc rcquiremcotsofTltle3e Artich l,Part2,C.R.S., asame,,dlcdl,rdating
to the filing of a Service Plan for the proposed Aspeo Glea Water & Sanitation Distdct hatc bccn
fulfiled and that Notice of the Hearing was given in the time and menner requiircd by law.
Sgtion-2. That the Board of County Cornmissioners of Gar{ield County, Colorado, does
hereby hnd and determine that:
(a) Therc is sulficient existing and pro]-ted need for orga-nized service in tbe area to
be served by the proposed Districq
@) Theexisting service in thc arca to be served by the proposed District is not adcquate
for prescnt and projtrted needs;
(c) TheproposedspecialDistricriscapabhofprovidingeconomicandsulfrcicotservicc
to the area within its proposed boundaries:
(d) The area to be included in the proposed District has and will bave the hnancial
ability to discharge the proposed indebtedness oo a reasonable basis;
(e) Adequate service is not, and will not be available to the area through thc County of
other exiting municipal or qu.s'-municipal corporations, incturling existing special
districts, within a reasonable time or on a comp:rrable basis:
(0 The facility and servicc standards of the proposcd District arc compatiblc with thc
f".ility and service slandards ofeach County wilhin yH6[ ftg proposed spccial district
is to be located and each municipality which is an interestcd party under Scction 32-l-
20a(l);
(g) fte proposal is in substantial compliance with a mester plan adoptcd pursuanl to
Sectioo 30-28-106, C.R.S.:
(h) The proposal is in compliance with any duly adopted county, regiooal, or starc
ong-range watcr quality Elaoagcm€ot plaa for the area;
(i) Thc creatioo of the proposed sp€cial district will be in the best intcrest of tbc area
proposed to be served.
Section 1. That the Service Plan of thc proposed Aspcn Glen Water & Sanitatioo Disrrict
entercd as Exhibit t and the amend.meots eotercd as Exhibits O and T is hcrcby approved
without coodition or modification.
Section 4. That a ccrtifred copy of this Rcolution bc fihd in thc rccords of Gar{icld Counry
and submitted to tbc Petitioners for the purpose of I'rling in thc District Court of Garficld
County.
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Datedthis Jr,.ta^V* 4-l^r,,- rf- ,e.O.S?y'
ATTEST:GARFIELD COUNTY
COMMTSSIONERS,
COUNTY, COLORADO
STATE OF COLORADO
County of Garlreld
at Gleowood Springs, this _ day of A.D. l9_.
couoty clerk aad ex-officio clerk of the Board of counry commissioncrs
BOARD OF
GARFIELD
Chairman
Upoomotionduly madeand seconded the foregoing Resolutioo wasadopted by thcfdbwing
Yote:
Eluer (Buckey) Arbaney
Arnold L. llacklev
|larian I. Smith
Ayt
Ap
Ayc
L , County Clerk aod ex-olficio Clerk of thc Board of County
Commiqsioners. in and for the County and Statc aforesaid, do bereby certify that the amcred aod
foregoing Resolutioa is truly copied from the Records of the procceding of the Board of Counry
Commissioners for said Garlield Couuty, oow in my offrce.
IN MTNESS WHEREOF, I bave hereunto set my hand and affrxed the scal of said C-ounty,
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ASPEN GLEN WATER & SNIITATION DISTRICT
SERVICE PI,AN' Janua4 28, 199{
The following matters are submitted by Aspen Glen GoIf
Partners, Ltd. (hereinafter AGGP), proponent of the Aspen Glen
Water & Sanitation District (hereinafter AGI{SD) r 68 additional
information and modifications to the AGWSD Senrice Plan dated
November, 1993. Such matters are hereby incorporated into the
Service Plan previously eubmitted as if originally and fully set
forth therein. As such, the following matters shall be material
terms and conditions of the Service PIan.
1. Ultimate Caoacitv of the Wastewater Treatment Plant.
This Service PIan defines the initial boundaries of the AGWSD, the
'service area'and the'expanded service area'as having the
capability of being served by the District's facilj-ties. Upon
further analysis and discussion with owners of property within the
service area and expanded seryice area, it is suburitted that the
ultimate capacity of a regional wastewater treatment plant to serve
the reasonably foreseeable needs of all of such properties is
500,000 gallons per day (gpd). Pursuant to this Service PIan,
therefore, the Aspen Glen Wastewater Treatment Plant may be
constructed to an ultimate capacity of 6001000 gpd. It will be
constructed in phases, with AGGP paying for construction of Phase
I of the treatment plant to a capacity of approximately 107,000 gpd
as provided in this Service Plan. AGGP wiII also fund all or an
appropriate portion of future plant expansion(s) to satisfy its
cornmitment to construct aIl wastewater treatment capacity
necessary to serve the Aspen Glen PUD.
This Service PIan demonstrates that subsequent phases of
the treatment facility can be constructed in substantially
equivalent increments of approxinately 100r000 gpd to its ultimate
capacity of 500r000 gpd. Projected wastewater flows and
conservative estimated costs, in 199{ dollars, fot such
construction phasing are provided in Tables IV-9, IV-9A, IV-12, IV-
13, IV-13A, IV-13B, and IV-13C. It is recognized that actual
future plant expansions nay be constructed in other than 1001000
gpd increments based upon a number of relevant factors, including,
but not linited to, the cost of construction, applicable
engineering considerations, efficiencies of operation and water
quality treatment, and actual and inurediately foreseeable demand
for services. Future phases will be constructed in consideration
of atl relevant factors and will be funded by AGGP or such other
party requesting service from the District's facilities in
accordance with the annexation policy of AG:WSD, out-of-district
service contracts, or public debt financing, if appropriate.
Regardless of the actual phasing of plant expansion, the Aspen Glen
regional wastewater treatment plant ghall provide for tertiary
treatment of effluent.
2. Out-of-District Service Contracts.
that properties outside the initial boundaries
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In order to assure
of the AGWSD can I
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obtain sewer and waetewater treatment service fron the facilities
of the District, the Service PIan contains an annexation policy
which outlines the conditions upon which a property nay annex to
and receive eervice from the District. In addition to euch
annexation policy, AGGP has negotiated out-of-district aerrice
contracts with Union Oil Company of California and Ja.nes L. Rose,
the present owners of property within the service area and the
expanded service area. Such .agreenents contain the tems and
conditions upon which the owners of such property can receive
service from the District. Copies of such agreenents are attached
hereto as Attachments No. K and No. K-l, respectively. Attachments
K and K-l are incorporated within this Service Plan and the
District shall execute the sane upon its organization.
Additionally, Attachments K and K-1 shall be considered as
the format for an out-of-district service contract which the
District shall execute with the owner of any ProPerty within the
service area or expanded service area desiring service from the
District's facilities. Out-of-district senrice contracts to be
executed in the future shall be conceptually consistent with
Attachments K and K-1. Calculated figures to be contained in
future out-of-district eervice contracts Eay be differeat than
those contained in Attachments K and K-1, based uPon the actual
cost of construction of facilities subject to future out-of-
district sen'ice contracts. Additional rnodificatione to future
I6\Arpca\lenglr.g.. 2 l.bd I I 2a l r a -3-
out-of-dietrict service contracts may also be required based uPon
geographic dietinctions in the property requesting service, the
extent such property utilizes conmon elements, and other factors
particular to the property in queation.
Attachment No. J iE a
Construction and Reimbursement Agreement between AGGP and the AGIISD
which provi.des for AGGP'g obligation to construct the collection
system and Phase I of the wastewater treatment plant and provides
a mechanisn by which AGGP nay be reimbursed its costs therefor.
Attachment No. J is hereby incorporated within the Senrice PIan and
the District shall execute the same uPon its organization.
Additionally, Attachurent J shall be considered as the fotmat
for future construction and reimbursement agreements which the
District will execute with any party who participates in the
construction of future phases of the wastewater treatment plaat or
the construction of connon elements.Construction and
reimbursement agreements to be executed in the future will be
conceptually consistent with Attachnent J, subject to urodification
as required by the actual cost of construction and other factors
unique to the properties involved.
{. Acquisition of Wagtewater Treatnent Plan Site. The
AGTWSD shall acquire the site for the wastewater treatment plant as
set forth in this Service PIan; provided, however, that the
District shall make paynents upon the installment promissory note
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executed in payment therefor only from available revenues and
pafment of guch note shall not be secured by anything other than
the District'g revenues.
5. Out-of-District Water Service.The AGWSD Ehall not
provide dourestic water eervice to properties outside itg initial
boundaries, either through annexation or contract, without firet
obtaining approval for a urodification of this Serwice Plan.
5. Year One Revenue Deficiencies. The deficit, if any in
the District's operating revenue during its first year of
operation, caused by the lag time between cotrmencment of operation
and receipt of property tax revenue and/or serrrice fee revenue,
shall be subsidized, either by money or labor or both, by AGGP.
The manner in which such subsidy will be provided shall be
addressed in the first final plat and related subdivigion
inprovements agreement for the Aspen GLen PUD.
ASPEN GLEN GOLF PARTNERSI
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I6\Arpra\hngrrrgr. 2 l.bd | / zalr a -5-
TABLE ry.94
ESTIMATED WASTEWATER FLOWS
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PF{ASE
PI-IASE
PFIASE
PI-IASE
PI-IASE
FIl.tAL PHASE
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AGWSD REGIONAL TOTAL
1ST
rEAR DU'S o(GPO)DU'9 o(oPo)o(GPO)
I 3a 96m 0 0 96fl)
2 6a 19200 0 0 19200
3 96 28800 0 0 288@
a 12E 384@ n 60@ tl,a{O0
5 1e0 480@ tO r20@ 000@
c 192 57600 60 18m0 75600
7 41 67200 @ 2M 9r200
I 250 76800 tcx)30000 10680
I 28 86400 16 37500 123(m
r0 320 96000 150 (5m r4lq)
1t 352 r056m 175 525m r581m
12 3&{115200 2@ 600@ r752q)
13 416 12.8m ^675m r%ls
't4 4't8 13{q}t$75m 2GXq,
15 ,l€O r{40@ 275 82500 2265@
16 5r2 1536@ 3fl)gmo 2ttil6m
17 5{^(r63am 325 975@ 2607q'
18 s76 172840 350 r0so00 2T78m
19 608 1@4(X)375 1125@ 2949G)n 6(l 192(m ,125 1Z75&3201m
21 6/ti!1929@ 175 1.2500 33!m
2.trt 1929@ 525 1575m 350m
ZA 6a{t lgoo 515 r72500 36tt@
21 6/(l 192!m 625 't87sff)380rm
6 6rl{}1929@ 675 mw 395100
26 ffi!192900 76 217ffi 4104(n
27 *t 1929@ n5 "w 1ffin6/til rgmo 825 247500 4to.t00
E *l 1929@ 875 2625@ 455aOOs6llit1929@9252775m470{S
31 6/l{l 19296 975 w 485{@
32 xl 1W0 16 3075@ 5m4@
il!6€1929m 1075 wffi 5151S
3a 6/(t 1929@ r r25 33750 5304@
35 *l 1929@ 1175 355@ 5451@sqt19m1Ui3675@56040
g7 6€194900 1275 3825@ 5/54@
38 6/t3 19m 132!i 3975@ 5SO{@
G'(t 192900 1357 4071@ 6fi)ffi)
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TADLE TV. Ilr'
,LSPEN GLEN WATER ANDSA}.IITATION DISTRICT SCX{MUESER GORDON MEYERWASTEWATERTREATENTFACIUTY cALcutATED I-oM
PHASE 4 COSTS Aowwp{
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NO.ITEI,{/DESCzuPIOF ESTIMATED
QUANNTY
UNrrs I..INIT
PRICE
TOTAL TruCr.
I MOBILIZATION t I.s 3.1s0 sa1 q(n
D(CAVATION vct CY 15 sl?,{35]SITEWORK I I.s Sl?,rm 317.(p
DEWATERINO I I's sqTm sqTmREVEOTTATIONtts$,m $,0me-Er(.l n(JN BfsIN coNcIlETE r30 CY s30 339,@DIGESTOR@NCRETE53CY3,150 tz].t50qII\RIFIEROONCnfTe 53 CY 35m s26,5@T{ISCBAPFLES I I.s $13.m 313,m0l0SLUDGEPUMP3EAs10,00 s30,000IBI-OWER I EA s2s,m 325,0@t2AERATION PIPTNG I.s 313,5m 3{3Jml3CI4RIFTER EOT'IPME}TT I I.s s25,m0 325,000l1OUTFALLSEWER0LFt50t0l5MISC PL{,I.{T FTTTTNGS v EA s250 3t,500t6PI.ANTPIPING 6fl)LF t{0 32t.000t7PTANTVALV'ES zt EA $m srqs00rtBUILDINC90@SF
'75
t675,000l9SPUTTER BOX I EA 310.m 3ro,omaFILTRANON [JN[S I ls 3.3J00 313J@M(I TANEL I ts tq000 s20,000uTELEMETRYtts$,m t5,00
SUB.TOTAL
CO}.ITINCENCY
TOTAL
sl,l r{,385
sn\5e6
31392981
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ASPEN GLEN WATER A}.{D SANITATION DISTRICT SCHMUESER GORDON MEJW.ASTEWATER TREATMENT FACILITY CArcUI..ATED: LoM
PI-{ASE 5 COSTS Acwwps I
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NO.ITEtvI/DEscRm ESTIIvIATED
QUA}.ITITY
UNITS UNIT
PRICF,I MOBIU I Is $43,500 $43,5002D(CAVATION 3487 CY $s $17,4353SITE WORK 1 Is $17.400 $17,400
4 DEWATERINC I Is ${t.700 $8,700
5 REVEGMATION 1 Is $5,000 $100064884\TIONBASINCTONCRETE-130 CY $00 $39,000 I7DIGESTOR CONCRETE 53 CY $450 323,g50 -IICI-ARIFIER CONCRETE 53 CY $sm szi srn
MISC BAFFLES I Is $13.000 -iffirtoAERATION PIPING I Is $43,500 -iirsm rucr-ARrErER roulpuEqr I I.s $25,0@ s25,000 -t2 MISC PIAI{TFTTTINGS 34 EA $2s0 $9,5mt3PL{I.{T PIPING 600 LF $40 $2{,000l4PLq}.IT VALVES 2t EA 3500 $10,500 I15r,UILL'I.N(i 6750 SF $7s $506,250116SPLITTER BOX 1 EA $10.000 s10,000t7MCC PAIVEL I Is $10,000 $10,00018TELEMETRYIIs!12 <rn q4soo r
SUB.TOTAL
CONTINGENCY
TOTAL
$834,635
$209,659
$1,043,294
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T fi,H$HXffi#"1,'#^TIT$DISTRICT #XJff?},:?:TNMEYER
I PHASE 6 COSTS AGwwp6
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NO.I't L,IYUDESCRIruON ESTIMATED
QUANTITY
UMTS UNIT
PRICE
TOTAL PRICE
I MosLlm I Is $43,500 343,5002E,\.UAYA T IL)N 3487 CY $s s17.435,SITE WORK I Is $17.400 $17,400
4 DEWATERING I Is $8,700 $9,700
5 REVEGITATION I I^s $5,000 $5,000
6 AERATION B.&SIN CONCN rrE-130 CY $300 $39,000
7 DIGESTOR @NCRETE 53 CY $450 $23,850ICI.ARIFIER @NCRETE 53 CY $5m $2i,500IMISC BAFFLES I Is $13,000 s13-0000AERATION PIPING I I.s $43,500 343.500CI]q'RIFIER EQUIPMENT 1 Is $25,000 $25,000t2!!{rsc PI-prI{T FITTTNGS 34 EA $250 sE,50013PI-ANT PIPING 600 LF $40 $24,000l4PI..ANTVALVES 2t EA 3500 $10.500r5EUTLDIN(i 6750 SF $75 $506,25016SPLITTER BOX 1 EA $10,000 $10.00017MI.,L TAJ\ F.I I Is s10,000 $10,000t8TELEMETRYIIsSesm$,a500
SUB.TOTAL
CONTINGENCY
TOTAL
$834,635
$208,659
s1,043,29,1
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OUT-OF-DISTRICT SEWER SERVICE AGREETVTEI{T
Tlrls AGREEMENT made rhis _ day of , lgg4, by and bctrpeenuMoN otl- COMPANY oF CALIFORNIA ('unocatj; 15e v GLEN werrn exoSAMTATION DISTRICT, a Colorado Special District ('District'); urd the ASpEN GLEN
GOLF PARTNERS, a California limited partnership, doing business in Colorado as ASpENGLEN COLF PARTNERS, Lm. (,AGGP.)
WITNESSETH:
WHERE\S, the District is organized pursuant to Title 32 of the Colondo Revised
Statutes to, inter alia, own urd operate a regional wastewater tratment facility t" p.riai
wastewater treatment servicc to properties within its boundaries, includ.ing Ue-Aspe-n Glen
Planned Unit Development ('Aspen Glen'), and to properties ouside its boundario brt withina defined 'Service Area' and an 'Expanded Service Aoa' of the District, all as shown onExhibit A, attached hereto and incorporated herein by this rcference; and
WHEREAS, Unocal is the owner of undeveloped real property commonly known as the
9oty{ Ranch, lying within the Service Area of the riistrict -a g-*"ratty south of aqpen Clen.The Coryell Ranch is described on Exhibit B, attached hereto -a ir.oiporated hercin by thisreferance; and
WHEREAS, Unocal is the owner of undeveloped real property commonly lnown as the
Sanders Ranch, lying within the Expanded Service Area of trri oistrii:t and generally north andeast of Aspen Glen. The Sanden Ranch is described on Exhibit C, anached hereto and
incorporated herein by this reference; and
WHEREAS, the District and AGGP, the developer of Aspen GIen, have by a separate
agreement contracted for the District's acquisition of a wastewater treatment plant siti, andAGGP's construction and dedication of initial District facilities; and
WHEREAS, the District pursuant to C.R.S. $32-l-l0ol(lxk) has the power to turnish
services and facilities ouside of is boundaries; and
WHEREAS, the parties hereto desire to express their agreement concerning thi provisionof sewer and wastewater treatment service to the'Corye[ nanih, Sanders Ranch, and any otherUnocal properties capable of being served by the fiistrict (hereinafter 'Unocal properties.);
Unocal's participation in the cxpansion of thebistrict's wastewater tratment plant; and rehdmatten.
NOw, THEREFORE, for and in consideration of the mutual promises and covenants
contained herein, and other good and valuable consideration, the receipiand adequacy of whichis hereby acknowledged, the parties agree as follows:
F:\FILEI\UNOCAIC.IRD
hrry 15, t99{
1.
A.
Design. Costs and Constnrction of District Facilities.
Plant Design. The District Service Plur, as approved by Garfield County,
provides for a regional wastewater treatment plant which will be constructcd in
multiple phases, with an ultimate total design capacity of 600,000 gallons per day
Gpd), or 2000 EQR (300 gF : I EQR), and which contemplarcs uastewatcr
treatment service to the service area and expanded service ar€zl as shown on
Exhibit A. However, for purposes of calculations under this Agrecment only,
and without limiting the actual ultimate capacity of the plant or the actu,al levels
of service that may be extended to the Unocal Properties, the partics shall assunrc
the ultimate capacity of the plurt is 320,000 gpd, or 1066 EQR. Phase I of thc
plant, as proposed in the District Service Plan, is planned to harre a capacity of
106,800 gpd, or 356 EQR. Future phascs of the plant will bc onstructed and
paid for pursuant to the terms of this Agreement.
Allocations of Current Design Plant Capaciry. AGGP is required to coostruct at
its expense the sewer lines and wastewater treatment facilities neccssary to serve
AqPen Glen, and to convey such facilities to the District, as described in thc
Service Plan and as required in the Construction and Reimbursernent Ageement
betrveen AGGP and the District, executed of even datc herewith. Aqpen Glen u
full build out will require a service level of approximately 638 EQR from thc
District wastewater treatment plant, or approximately sixty percent (60%) of thc
plant's assumed ultimate capacity of 1066 EQR. Thereforc, approximately 428
EQR, or forty percent (40%), of the assumed ultimate capacity will be available
for use on properties currently located outside the boundaries of the Districr
Nonvithstanding the assumptions under this Agreement, all plant capacity over
and above the needs of Aspen Glen, as outlined in the approved Senrice Plan and
uty arnendments therelo, shall be available for servicc to the Unocal Properties,
subject to the terms and conditions of this Agreement, and to any other uscr
whose property is capable of being served by the District, subject to other
applicable agreements. This service shdl be on a first+ome, first-sewed basis,
irrespective of any existing estimates of the number of EQR that any user or
property to be served may require.
Allocation of Current Design Line Capacity and Service to the Coryell Ranch.
(l) The District's main interceptor line running south to north through Aspen
Glen has been dcsigned and sizcd in the Servicc Plan and County
Preliminary Plan documents to accommodate potential Distria sewer
service to the Coryell Ranch and other properties lying garerally south of
Aspen Glen urd outside the District's initid boundaries. Access tro such
line is through an easement between lrts D6 and D7 of Aspen Glen as
shown on the preliminary plan approved by Garfield county. The Distria
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hereiy conveys, effective upon approvd of the find plat depicting such
eascment, to Unocal, its successors, and assigns for the bcnefit of thc
Coryell Ranch, lhe non-cxclusive right to @nstruct, enlarge, maintain,
repair, urd rcplace scwer lines and all appurtenant facilitio, b District
engineering specifications, within said eascment for connection to the
District's main interceptor line, and to utilizc capacity available in said
main interceptor line, all subject to the terms and conditions of this
Agreement.
It is the District's currcnt position that the main interceptor scwer line
will, at full build out of Aspen Glen, have sufficient additional capacity
tJo accommodate approximatcly 428 EQR of scrvicc to properties outside
the District boundaries, assuming 70 gallons per capita per day, three
pcrsons per EQR, a peaking factor of 2.5, 100t occupancy, and the
interceptor sewer line flowing at one-hdf capacity. This additiond line
capacity shall be available for.service to the Coryell Ranch utd to uty
other property capable of being served by ttre District through such line,
on a firstrome, first-served basis, subject to the terms and conditions of
this Agreement. Upon request of Unocal to the Disrict pursuant to
Paragraph 5.A. of this Agreement, Unaal and thc District shall
reevaluate the assumptions upon which the Disrict's calculations of
capacity are based to determine if any additional capacity in the
interceptor line can be made available to outside properties.
D. Service to Sanders Ranch. Wastewater treatment service to the Sanders Ranch
will not be through existing District collection lines, but will be directly into lines
at the District wastewater treatment plan sitc, or into the plant itself. The District
hereby conveys, effective upon approval of the find plat depicting such easement,
to Unocal, its successon, and assigns for the benefit of the Sanden Ranch, the
non-exclusive right to construct, enlarge, maintain, repair, urd replace sewer lines
and all appurtenant facilities, o Disuict engineering qpecifications, within the
District's wastewater treatment plant site for connection to lines or wastewater
treatment plant therein, and to utilize capacity in such lines or plant, all subject
to the terms and conditions of this Agreement.
2. Extension of Sewer Service to Unocal Properties. Unocal strall have the right to
obtain s€wer and wastewater treatment servicc under this Agreement for the Unocal Pro,perties
by: (a) purchasing existing sewer plant capacity, if available under thc terms of this Agreement,
and (b) participating in the financing and construction of a Ptrasc of sewer plant capacity
expansion pursuant to the terms of this Agreement. Unocal may elect to utilize either, or both,
methods of obtaining scrvice as provided herein.
F:\I{LES\UNOCAII.tRD
Jary 15. t99l
(2)
-3-
3. Purchasc of Existing Calncity. If Unocal de.sircs to purchasc existing capacity
from thc District's wastcwatcr treatment plant, it strdl notify the District of the amount of
capacity desired, and the property to be sewed thereby. Upon such notice, the District shdl
detcrmine whether capacity is available for purchasc, as provided in Paragraph 5. If capacity
is available, the District shall make the requested capacity, or any available portion thereof,
available upon Unocal's payment of a Pro Rata Plant Capacity Fec for each EQR of scrvicc
desired. The appropriate Pro Rata Plant Capacity Fee as calculated pursuant to this Agreement
shdl be paid to the District prior to the earlier of: (l) allocation of such capacity to Unocal, or
(2) actual connection. The Pro Rata Plant Capacity Fee shall consist of the sum of: A Common
Element Surcharge, as defined in Paragraph 3.A., below, and calculatcd pursuant o Exhibit D,
attached hercto and incorporated herein by this refercnce; plus an Adjusted Plant Investmert Fec
as defined in Paragraph 3.8., below, urd calculated punuant to Exhibit E, attached hercto and
incorporated herein by this reference, subject to the maximum limis provided in Paragnph
3.C., below. Exhibits D a1d E contain the formulas for, and illustntions of, the Common
Element Surcharge and the Adjusted Plant Investment Fee computations. The parties shall
utilize and be bound by the formulas and computation methods in Exhibis D and E, at such time
as final cost figures are available for calculations.
A. Phasc I Common Element Surcharge.
(l)AGGP has committed to construct at is expense Phase I of the Distict's
wastewater treatment plant. As part of such construction, AGGP will
construct and install certain plant facilities which will be used in common
by residens of Aqpen Glen and other Disrict customers ouside Aspen
Clen who utilize plant capacity in Phase I and also capacity made
available in subsequent phases of plant construction. In addition, AGGP
will constnrct the main intercepor line referenced in Paragraph [.C.,
above. This line shall have sufficient excess capacity, above the needs of
Aspen Glen, to serve the Coryell Ranch and other properties to the south
of Aspen Glen. However, this line will not benefit the Sanden Ranch and
properties to the north and east of Aspen Glen. The plant facilities and
oversized line which AGGP will construct and which will be used by
other properties outside Aspen Glen are rcferred to herein as 'Common
Elements.' AGGP shdl be entitled !o rEcoup from the other users of
these Common Elements each user's proportiooate share of thc costs of
the Common Elements through the Construction and Reimbursement
Agreement between AGGP and the District of even date herewith. For
each EQR of capacity in Phasc I of the wastewater treatment plant
purchased by Unocal, Unocal shall pay to the District as a Phase I
Common Element Surcharge is pro rata sharc of the actual incremental
Constnrction Costs of Common Elements benefining properties outside
Aspen Glen.
F:\FILES\[ NOCAI.C.InD
lrrr 15. l99a
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(2) The Phasc I Common Element Surcharge shall be bascd upon actual
incremental Construction Costs incurred by AGGP in construction of thc
Common Elements, as ccrtifred by AGGP to thc District together with
supporting documentation including specifically but without limiation
construction contracts, change orders, canceled checks, and lien waivers.
As used in this Agreement, the term 'Construction Costs' shall mean
actual 'hard @sts' incurred for engineering fees for preparation of
constnrction drawings and bid documents, and labor and materids, but
shall not include 'soft costs,' such as permitting or legal fees. AGGP
shall provide to Unocal for rcview and approval the certifrcation and all
documentation submitted to the District. Exhibit D contains, in addition
tb a formula and computation, a list of Common Elements currcntly
anticipated to bc constructcd as part of Phase I construction (See,
Attachment D-l). Said list shall be the basis for the calculation of the
Phase I Common Element Surcharge. AGGP will exercisc gmd faith
efforts to rcfine the treatment process in order to reduce costs of the
facilities described in anachment D-1. Upon such refinement, and upon
the preparation of construction drawings, the parties shall negotiate in
gmd faith any necessary reallocation or adjustment of the Ptrase I
Common Element Surcharge and shdl amend this Agreement as necessary
based thereon. In no event shall the District charge, nor shdl AGGP
r@oup, Common Element Surcharges, exclusive of interest, in excess of
the total amount determined due based on the actud Construction Costs
certified by AGGP to the District. The Common Element Surcharge shdl
accnre interest as provided in Paragraph 3.B.(2) hereof.
B. Adjusted Plant Investment Fee. An Adjusted Plant Investment Fee shall bc
charged to Unocal by the District for each EQR of capaciry purchased by Unocal
in Phasc I or any subsequent plant expansion in which Unocal is not a
Participating Party, as defined herein. The Adjusted Plant Investment Fee is
intended to compensate AGGP (or any other Participating P.rry) for the actr.ral
construction cost of facilities anributable solely to Phase I (or any such
subsequent plant expansion). The Adjusted Plant Investment Fee shall be based
upon the total Construction Costs, less any Construction Costs attributed to
Common Elements, divided by the number of EQR for such Phase. This basc
amount shall be adjusted by the premium referenced in Paragraph 3.B.(l), and
interest referenced in Paragraph 3.8.(2). Actual costs incurred in construction
of Phase I (or any zubsequent plant erpansion) shall be certified by AGGP (or all
Participating Parties) to the District together with supporting documeotation
including qpecifically but without limiation construction contftrcts, change orders,
canceled checks, and lien waivers. AGGP (or all Participating Parties) shall
provide to Unocal for rwiew and approval the certification and all documentation
submined to the District.
F: I"FILES\UNOCALC. I R.D
fury 15. l9ql -5-
(l)Adjusted Plant Investment Fee Premium. As part of the Adjustcd plant
Investment Fec, Unocal shall pay a premiurn cqual to twenty percent
(20%) of the Adjusted Plant Investment Fec as initially calculated based
on acrud Construction Costs without the addition of uy intcrest. The
premium shall not accrue interest.
Interest. Unocal shall pay interest on the Common Element Surcharge
and the Adjusted Plant Investment Fee (not including the Premium
thereon), from urd after the date on which the wastewater trcatment plant,
land, urd all lines are conveyed by AGGP to the District, at a rate equal
to the monthly average Prime Rate as establishcd by Chasc tv{anhattan
Bank, New York, New York; provided, howcver, that in no event shall
interest paid hereunder exceed 12% per annum for any year.
Maximum Phase I Adjusted Plant Investment Fee and common Element
Surchargg. Nonrithstanding anything above to the contraqr, the Adjusted Plurt
Investment Fee and Common Element Surcharge charged to Unocal for the
purchase of any plant capacity in Phase I shall not excecd the following amounts,
as absolute Limits:
(1) For the perid commencing January I of the year following th€ year in
which the wastewater ftatment plant, land, and all lines are conveyed by
AGGP to the District, to and including December 3l of the year l0 years
following such year:
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Adjusted Plant Investment Fee:
Common Element Surcharge:
(2) Thereafter:
Adjusted Plant lnvestment Fee:
Common Element Surcharge:
$4,500
$1,500
$5,625
$1,875
4. Increase of Sewer Plant Capaciry. Irrespective of whether it has purctused ury '
existing capacity from the District wastewater treatmeot plant, ard irrcspective of wtrettrer any
unused capacity rcmains in the existing plant, Unocal and/or AGGP strall have the absolute right
at any time to request an increase in wastewater treatment plant capacity. The right of Unocal
and/or AGGP to request and participate in plant expansions is subject only O ttc proper
rcgulatory authority of the State of Colorado, Garfield &*ty, or other authority (other than the
District) having proper juridiction thereof. If Unocal, AGGP urd/or the Disria finds it
necessary or desirable to have the District's wastewater treatment plant capacity increased,
i(they) may demand such increase by the following procedurc:
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F:\FILEI\UNOCALC.IRD
Iury 15. 199{
Request for Expansion. Thc party requesting erpansion (thc 'Initiating Falty')
shdl provide written nodc€ by rcgistered or ccrtified mail, return reccipt
requcted, !o the District uld all existing and potcntial (as detcrmined by thc
District but which shall include Unocal and AGGP) participating parties of its
desire to have the wastewater treatment plurt capacify increascd.
Negotiation by Participating Parties. Within 30 days of the giving of such noticc,
each party receiving such notice shall advise the tnitiating Party whether it dso
desires an increase in plant capacity. If a party recciving such noticc does not
respond within 30 days, it shall be deemed to not deshe to participatc in the
increase in plant capacity. The Initiating Party shdl then establish a date, timc,
and location for a joint meeting, within 60 days of the gr"ing of thc noticc to the
District provided in Paragraph 4.A., above, of dl parties providing an affirmative
response. At this joint meeting, the parties strall determine thc approximatc
increase in the plant capacity required by each party, urd the total required
increase in capaciry. At such meetirlg, the parties shall also determine the
number of EQRs to be allocated to each party from the increascd plant capacity,
and the parties shall authorizc the prcparation, within a reasonable time, of a
report by the District Engineer to show the exact amount of the increase, the
facilities to be constructed as part of such expansion, the cost and capacity of
such facilities, and related matters. Each party rEquesting capacity strall receive
a coPy of the engineering report. Engineering costs accruing to the Disfict in the
preparation of such report shall be pard by each party in the same proportion as
the capacity requested by each party bears to the total capacity requested by all
parties.
Financing Commitment. The District shall esablish a date, time, and location for
a second joint meeting of the parties to be held within thirty (30) days of receipt
of the District Engineer's report. At such meeting, the parties shall finalize and
apProve the engineering report, the exact total required increase in capacity, the
exact amount of capacity, expressed in EQRS, !o be allocated to each party, and
the estimated cost allocable to each pafly: Each party strdl thereafter bave sixty
(60) days to provide to the Districu (a) the n€cessary financing for the
construction, and @) satisfactory evidence of such financing. All cost illocations
sttall be reduced on a pro rata basis for ury grant reccived for construction or
similar purposes, and the amount of any grant shall not be included in the
calculation of the Adjusted Plant Investment Fec. Each party making the
fuancial commitments set forth hercin and participating in construction of a plant
expansion shatl be rcfened to herein as a Participating Party. At such meeting,
the parties shall discuss and agrce on whether bond or other public debt financing
rnay be made available through the District for construction and, if such financing
is or may be available, the parties may reach such agreemerts with and through
the District as may be appropriate to obtain such financing.
-7-
D.Project Control. Olo each Participating Party has arranged for financint, thc
District shdl proceed to negotiate and execute all contncts ior constnrction -of tn.
lnaSsed plurt capacity. Except as provided in paragraph a.I. hereof, the
District sttall b€ rclely responsiblc for construction of thc expansion project, andthe other Participating Parties shall cooperate in the construction process,
including revicw and approval of all change orders. All Participating parties shall
have the right to make inspections as they deem appropriati and to have ful
access to the Dist'ict's book, records, contracts, and other documentation
relating to the expansion project. To facilitate inspections, the District shall
regularly apprise the Participating parties of the status of the project.
Costs of Expansion.
(l)The cost of construction of any phase of plant capacity expansion shall bc
dlocated to and pard by each Participating parU by dividing the rout
construction costs of the phase by the numbcr of EeR created in suchpEf and multiplying the result (cost per EeR of capacity) by rhe number
of EQR rcserved to cach Participating pafiy. Exhibit F, anached hercto
and incorporated herein by this referencc; contains an illustntive
computation of the allocation of future plant expursion Constnrctioncosts. The parties shall utilize and bc bound by the formula for
computation illustrated in Exhibit F, at such time as final Construction
Costs figures arc availabl. for calculations. These costs shal bc
determined and allocated by inserting the actual figurcs for each expansion
into the Formula and computation for the Allocation of Futurc Sewer
Plant Expansion Costs, described in Exhibit F.
In addition, at the time of substantial completion of construction of each
nert expansion or phase of the wastewater heatment plant, the parties
other than AGGP participating in such expansion up to a toal plant
capacity of 320,000 gpd (1,066 EeR) strall pay tro rhe District that
proportion of the total remaining Phase I Common Element Surcharge due
to AGGP as the capacity of the nert expansion or phase constnrcted for
the benefit of such parties, erpressed in EeR's, b€ars to 429 EeR. For
example, if the nert plrasc constructed were 356 EeR, and AGGP
participated in such phasc to the extent of 100 EQR, the parties other than
AGGP participating in the expansion would pay to the District a common
Element surcharge cqud to 2s6l4zt of thc total rcmaining ptrase I
common Element Surcharge due o AGGP, and the District would
reimburse such amount to AGGP punuant to the Construction and
Reimbursement Agreement. Each participating Farty other than AGGP
shall pay is pro rata share of the total amount due, as determined by
multiplying the total iunount due by a fraction having as its numerator the
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iunount of capacity each Participating Farty has rcscrved and its
denominator the amount of capacity rcscrved by dl Participating Parties
other than AGGP. (For cxamplc, if Unocal was a Participating pafiy to
the extent of 2@ EQR in rhe above example, it would Fy 79 pcrccnt
Q9*'1of the total amount due). The intent of this provision is that ACGP
recoup all of is Constnrction Costs for Common Elements constructed in
Phasc I by the time total plant capacity is 1066 EQR (320,000 gpd).
Common Element Surcharges for Subsequent Phases. As part of ury increase in
the capacity of the District's wastewater treatment plurt, all Participating Parties
in such expansion, including unocal, are anticipated to construct Common
Elements which will be used by parties who do not participate in such cxpansion,
but who receive service from subsequent phases. The Participating Partics
constructing Common Eements shall recoup from the District through Common
Element Surcharges the Constnrction Costs of the Common Elements. Common
Element Surcharges shall be charged by the District to non-participating parties
purchasing capacity in such phasc or participating in the constnrction of
subsequent phases. The District shall assess and collect subsequcnt Common
Element Surcharges in such a manner that the Participating Parties recoup all of
their costs in Common Elements constructed in such phase by ttre tirae plant
capacity beginning with rhat phase reaches 1066 EQR (320,000 gF). Thc
subsequent Common Element Surcharges shall be calculated in a manner similar
to that described for the Phase I Common Element Surcharge and Exhibit D, shall
bear interest, and shall be based on actual Constnrction Coss as certified to the
District together with supporting documentation. To the extent Unocal is not a
Participating Party in a subsequent phase, unocal shall pay a common Eement
Surcharge for each EQR of capacity it purchases from that subsequant phasc. All
subsequent Common Element Surcharges shall atso bc charged on a per-EQR
basis, and shall be paid by the Disrict to the Participating Palties on a pro rata
basis at the time plant capaciry in the applicable subsequent phase is purchased
from the District.
Diqpute Resolution. In the event the parties are unable to agree upon any matter
described in Paragraphs 4.A. through F., each parry strall select an enginecr to
represent its interests. The selected engineers slrall then appoint orrc eagineer,
who shall provide a determination upon the matter in disputc. In the eveot this
process of settlement fails, the parties agree to settle such dispute by arbitrationin accordancc with the nrles and regulations of the American Arbitration
Association, and the determination of the arbitntor shall be final and conclusive.
After resolution by ut engineer or arbitrator as provided in this paragraph, the
parties shatl proceed as provided in this Agreement.
F: \IILES\UNOCAIC. t R,D
,ury 15. 199{
H.Reimbursement Agreements. Any Puricipating Pafiy shdl bc entitled to
reimburscment through the District from other uscn of capacity or Common
Elemenb financed and constructed by the Participating Party on tcrrns no less
favonble than thosc of thc Constnrction and Reimburrmcnt Agrecment bctween
AGGP and the District of even date herewith; provided, however, that nothing
herein shall require a Participating Party to wice pay any of its share of the coss
for any Common Elements or capacity it creates. Reimbursement shall bc on
terms no less favorable than those set forth in this Agreement and said
Construction and Reimbursement Agreement, and shall include reimbursement for
Common Elements through a Common Element Surcharge, actual capaciry
through an Adjustcd Plant Investment Fee, a prcmium, and interest. Each
Participating Party shall be provided with drafu prior o execution, and shall have
the right to rcview for a reasonable time, ury rcimbunement, user, or connection
agreements for such capacity in order to ensure that the agreemcnt is consistcnt
with other controlling documents and that adeqtratc peyments are required. The
District shall give careful consideration to the @mments received on any drafu
ud shall rcvise drafs as necessary to accommodate such comments. Such rwicw
by Participating Parties and consideration by the Districr shall not, however, limit
the right of the Participating Parties, including Unocal, to scek enforcemeot of
the terms of this Agreement, to the extent any such reimbursement is inconsisrcnt
herewith, it being the intent of the parties that Participating Parties be third party
beneficiaries of the rcimbursement agreements.
Reguired Participation. Unocal shall be required to participate in a Phase of plant
expansion if, at the time such expansion is requested by any pafiy pursuant to
Paragnph 4.A., above, Unocal has then pending an application for preliminary
plan approval, for development of the Unocal Properties, which provides for
wastewater Ueatment service from the District.
Option to Unilaterally Expand Plant Capacity. In addition to their right to request
ut expansion of the District's sewer plant capacity, .r outlined above, Unocal and
AGGP shall have the unilaterd right to increase the plant capacity and obtain
wastewater treatment service without the frnancid participation of the District or
any other entity. The District hereby conveys, effective upon approvd of the
find plat depiaing such easement, to Unocal urd AGGP a non-€xclusive
easement over, under, tf,d across all property and easements owned by the
District for the purpose of constructing such expanded plant capacity, at Unocal's
or AGGP's rcle cost. Upon construction, such expanded plant capacity shall be
and bccome the property of the District. The Disuict strdl not allow another
Party to receive wastewater treatment service from any such capacity constructcd
by Unocal or AGGP, except pursuant to appropriate rcimbursement agreements
as described above.
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trory lJ. l99f -tG
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Availability of Capacity.
Determination of Availability. Upon Unocal's request, thc District shall determine
within thirty (30) days of such request whether capacities are availablc, taking
ino consideration the assumptions contained in paragraphs t.B. urd I .C., above,
and any subscquent increases in line or plant capacity. Dctermination of plant
capacity shdl bc subject to the limitations of paragnph 6, below
Negotiation of Available Line CapacitJ. lf the Disuict determines that tinc
capacity is unavailable under the assumptions contained in Paragraph 1.C., abovc,
for service to the coryell Ranch, the District hereby agrees to ncgotiarc in gmd
faith with Unocal the adjustment of is line capacity assumptions, in lightof aitrnt
use and Aqpen Glen's projected use at full develo,pment. If, based upon actual
use and Aspen Glen's projected use at full developmant, it appcan line capacity
is available, such capacity shall be available on a first<ome, hnt-served basis.
C. RiSht to Proceed. If the District detcrmines linc capaciry is unavailable for
service to the Coryell Ranch, Unocal strall nonetheless be-entitled to purchase
existing plant capacity or finance and construct additional ca@ty provided it
increasc, at its rcle expensc, the capaciry of thc Distria'i lines-and otlrer
facilities, as necessary, or @nstruct lines along C-ounry Road lO9 and across
easements owned by the District through Aspen Glen. The Disuict shall mateits easements available to Unocal for such purpose, and all lines shall bc
constructed to Disrict qpecifications, pursuant to the terms of Paragraph 7.
6. Reservation of Plant Capacity. The District strall make servicc available toUnocal from existing Plant_ capaciry upon request pursuant to the terrns of pangraph 3;
provided, however,-th1 the final20 percent of any existing total plant capacity shall beieserved
for the sole use of the Participating Party(ies) thai have financed and constn itea such capacity.
Provided AGGP constructs Phase I and dedicates the same to the Disrict, it shall be deemed the
sole Participating Party in Phase I. Notwithstanding the above reservation, the District shall
reserve for sole service P th" Participating Party(ies) only the final ten percent (10%) of any
existing toal plant capacity, once Participating panies in ttre next phase oiptant expansion havl
committed funds for the expansion and all necessary aprprovals tocommence construction have
bceo obtained. If cxisting capacity was construc"i Ui two or rnorc Participating parties, theyslnll $are any final capacity rcserved for their uenint in the on* p.portion as the initiat
capacity allocated to each party bears to the tohl capacity allocated to such f.rti"iputing parties.
7. 9g. Upm norice to rhe District urd
ryrnen.t of all applicable tharges as specified in this Agreement, Unoc"t may connect to theDistrict's sewer system and wastewater treatment plant inlrder b receive wastewater treatmeot
services from ore District for ury or all of the unocat properties.
5.
A.
B.
F:\FILES\UNGAII.tnD
Isry 15. 199{-11-
A.Costs. Unocd shall pay all infrastructure costs for connection to the District's
scwer system and wastewater ueatment plant, including but not limitcd to the
costs of internal collection lines, necessary external joint trunk, interceptor lines,
outfall lines, lift stations, other appurtenant collection facilities, and is own
administntive costs. In the event Unocal oversizes any lines, lift stations or other
facilities in connecting the Unocal Properties to District facilities, it shall bc
entitled to recoup oversizing costs from those owners and customers benefitted
by such oversizing. For this purpose, Unocal and the District shall execute an
appropriatc reimbursement agreement consistent with the terms and provisions of
previous reimbursement agreements and this Agreement.
Plans and Specifications. All sewer lines and facilities on the Unocal Properties
shall be constructcd and installed in accordance with the District's rules urd
regulations in effect from time to time. Upon completion of the final engineering
and design plans for facilities on the Unocal Properties, Unocal shall forward
these plans to the District Engineer, who shall approve or disapprove rhe plans
within thirty (30) days of receipt, and whose approval shall not be unreasonably
withheld. In the event the District Engineer disapproves of such plans, he shall
by wrinen notice to Unocal specifically describe the reasons for his disapproval
and the churges necessary to make the plans and specifications acceptable to the
District. In the event the District Engineer and Unocal are unable to reach
agrEement on the required plans and specifications, the parties hereby agree to
approach the District Board of Directors for resolution. Upon approval, the
District and Unocal shall execute in duplicate a document clearly spccifying the
approved plans and specifications to provide both parties certainry as to the
agreed upon plans and specifications.
Change Orders. To facilitate completion of the facilities on the Unocal Properties
in accordance with the nrles and regulations of the District, Unocal and its
contractors ud agents may propose rearcnable change orders, and Unocal shall
provide the District notice and a copy of the same. wirhin three (3) days, or
such lesser perid as may be required under the circumstances, of receiving
notice and a copy of the change order, the District must either approve the change
order or proPose an alternative which will not result in unreasonable delay. If the
District fails to approve the churge order or suggest an alternative within three
(3) days, unocal may proceed with the churge. All approved change orden,
including any change order deemed approved, shall be incorporated into and
become part of the agreed upon plans and qpecifications.
InqPections. The District shall have the right to inspect all facilities and work on
the Unocal Properties prior to dedication to ensure compliance with the agreed-
upon plans and specifications. Unocal shall reimburse the District for the
reasonable actual costs of such inspections.
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F: \FILES\I.JNOCAII. I II)
Iary 15, 199{-t2-
-13-
E.
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Warranty. Unocal shall warrurt all facilities conveyed to the District for a period
of one (1) year from the date that Unocal's Engineer certifres in writing that the
facilities have been constructed and installed in compliance with the agreed upon
plans and specifications, and any duly deemed or approved change orders, which
date shdl also be known as the certification date. Specifically, Unocal shall
warrant that any and all facilities conveyed to the District shall be free of any
defects in materials or workmanship for one (l) year.
Dedication of Facilities: Lien Waivers. Within ten (10) days of the certifrcation
date, Unocal shdl dedicate to the District any facilities which it constructs for
connection to the District's wastewater treatment system and plant, including but
not limited to dl joint trunk lines, lift stations, and individual service lines. The
District shall accept such dedication within thirty (30) days thereof, and title to
any dedicated facilities shall be vested in the District. Unocal shall also executc
a quit-claim deed to the District conveying any interess it has in such facilities,
and a bitl of sale conveying to the District such facilities, free and clear of all
liens and encumbrances. Unocal shall provide the District with lien waivers from
all contractors, subcontractors, and material suppliers for work and material
furnished in connection with the facilities conveyed.
Conveyance of Easements. Unocal shall by special warranty deed convey to the
District nonexclusive easements necessary for the District to maintain, operate,
repair, and replace facilities located on the Unocal Properties, free and clear of
all liens, encumbrances, and title defects which could defease the District's title,
and any title defecs which would affect the District's ability to use each easement
for its intended purpose. Unocal shall and hereby does reserve the right to use
in common with the District any easements it conveys to the District for ingress
and egress; for all utility purposes (provided line spacing requirements are met),
and any other purpose not inconsistent with the District's use. The District shdl
notify Unocal of iS plan to excavate any easements on the Unocal Properties, and
shall make all rearcnable efforu to minimize disrurbance to the owner(s) and
user(s) thereof. All easements conveyed or established pursuant to this paragraph
shall be urd hereby are subject to the obligation of the District to repair urd
revegetate disturbed are:s to a condition and grade substantidly similar to that
which existed before the disturbance.
Control of Facilities. Once conveyed to the District, and subject to the warranty
provisions of Paragraph 7.E., above, the Disuict shdl be solely rcsponsible for
operation, maintenance, repair, urd replacement of all facilities and easements on
the Unocal Properties which are dedicated to the District. The District shdl at
all times operate the Disfict facilities, the wastewater trcatment system, and the
sewer plant in an @onomical manner, and shall make repairs and replacements
to assurc continuous operation. The District and Unocal may execute agroements
F:TFILES\UNOCALC.InD
hanry 15. 199{
for the performance and payment of maintenancc, operation, rcpair, and
replacement of District facilities.
E. Sewer Service Charges. Owners or customers on the Unocal Properties shall
upon physical connection of an individual tap to the District's facilities pay to the District sewer
service charges for such tap for operation and maintenance. The out-of-District service charge
shall be at a rate equal to 150 percent (150%) of the then+xisting rate charged to in-Disrict
sewer customers. The District's sewer servicc charges for service to the Unocal Properties shall
include only those elements of District operations that relate directly to scwer service, operation,
and maintenance of sewer facilities, depreciation of sewer and wastewater facilities, and
administration and billing of sewer and wastewater services. AII charges within the District shall
be separated between water servicc and scwer servicc. Subject to the out-of-District rate set
forth in this Paragraph, sewer service charges within and without the District shdl be uniform.
Differential rates strdl be allowed only if related solely urd directly to thc actual services
rendered and received. Out-of-District service charges shall adjust automatically with rates in
the District, and'shdl be based upon the in-District rates set pursuant to the District's EQR
schedule and rules urd regulations.
A. Liability for Service Charges. The owner of the properry served and/or the
customer, as provided by the District rules and regulations, shall be liable to the
District for payment of out-of-District servicc charyes from the date of physical
connection of an individual tap, irrespective of whether sewer service is provided
at the time of connection. Statements for out-of-District charges shall be prepared
and mailed in the same manner as those in-District.
B. CostVCharges as Lien. Until paid, all out-of-Distria charges shall constitute a
lien on or against the property served, and such lien may be foreclosed in the
manner provided by law.
C. Availabiliry of Service Charges. Neither availability of service charges nor
standby fees shall be charged within the Unocal Properties.
D. Other Fees. Usen and customers within the Unocal Properties shall pay only
those fees, surcharges, and charges expressly provided for in this Agreement,
unless said users and customers agree otherwise.
9. Comgliance with Rules and Regulations: Nondiscrimination. Unocal and owners
or customen on the Unocal Properties shdl be bound by and comply with the District nrles and
regulations as the same iue in effect from time to time. Except for the outof-District service
charges as establistred under this Agreement, the Unocal Properties stnll be subject only to the
same rules and rcgulations as in-District properties, and the Disfia slrall administer its rules urd
regulations, vis-a-vis the Unocal Properties, in a non{iscriminatory manner.
F: \FILES\IINOCAIrC. I RD
.lraxy 15, l99f -14-
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10. f31ig. The District shdl not extend scrvice to othcr properties ouside is
boundaries on terms morc favorable than thosc set forth herein, and in the event of such
occurence, this Agreement shall be automatically amended without further action by either party
to reflect the morc favorablc terms. Neither the District nor AGGP shdl enter into any
agreement inconsistent with the terms and conditions of this Agreement.
I l. Transfer of Capacities/Tap. If Unocal holds reserved sewer plant capacity by
virtue of its status as a Participating Party in a plant expansion, it shdl be entitled to transfer
such capacity to third parties on terms of reimburscment no less favorable than those sct forth
in this Agreement or in the Construction and Reimbursement Agreement between AGGP utd the
Distria. No transfer shall require the prior approval of the Disrict or any other party
participating in the expansion. However, the District shall not be bound to honor a transfer until
notified in writing.
12. Audis and Reports: Inspections. The Disuict shdl maintain the records,
accounts, and audits required by statute or which would be kept under normal business practice,
and copies of such records shall be provided to Unocal and AGGP upon request. Each party
shall keep full urd accurate records of all Construction Costs and related costs, which shall bc
made available upon request. The District shall have the right to inspect facilities located upoo
the Unocal Properties as provided in the District's rules and regulations, and Unocal shall, upon
notice to the District, have the right to inspect the District's wastewater treatment plant, sewer
lines, lift stations, urd other appurtenant facilities.
13. Annexation. This Service Agreement shall in no manner limit Unocal's right o
seek inclusion of ury one or more Unocal Properties within the District pursuant to C.R.S. $32-
1-401 el seq., as the same may be amended. In the event Unocal submits a petition for inclusion
which complies with applicable statutes, the District shall grant such petition and include the
properties within the District, subject to the District annexation policies in effect from time to
time. Unocal's rights under this paragnph shall apply to all or any portion of the Coryell and
Sanders Ranches, both individually and collectively, and to any other property Unocal acquiras
which is capable of being served with facilities of the Disrict.
14. Termination. This Agreement shall be in full force and effect until terminated
by mutud agrecment by the parties hereto, or as provided by law. Furthermore, in the event
the District does not @mmence construction of Phase I of the wastewater treatment plant beforc
July 1, 1995, Unocal may, in its rcle discretion, unilaterally terminatc this Agreement or
unilaterally procecd at any time after July 1, 1995 to construct Phase I with reimbursement on
terms no less favorable than those set forth in this Agreement urd the Construction and
Reimbursement Agreement between AGGP and the Distria. This Agreement shall also
terminate automatically with respect to all or any portion of the Unocal Properties which is
annexed into the Disfict at such time as a court of competent jurisdiction issues and order
confirming such inclusion pursuant to C.R.S. !32-l-401 g. s€q, as the same may be amended.
F:WILES\UNOCAI!.lRD
hsrry lJ, l99a -15-
15. No Affirmative Obligation. Except for its obligation under Paragraph 4.B. to
respond to a noticc of plant expansion, nothing in this Agreement is intcnded or shall be
constnred lo require that Unocal undertake ury affirmative action, assume any obligation, or
otherwisc limit is rights unless urd until Unocal invokes iu rights hereunder to obtain Lwer and
wastewater treatment servicc for dl or :rny portion of the Unocal Properties through the purchaseof eristing plant capacity or the finance and construction of initial or addition-al sewer plant
capacity, in which case the terms of this Agreement shall control, only to the extent and as to
such porrion of the Unocal Properties affected by such action.
16. Good Faith. Because of the need for a regional wastewater treatment facility, the
parties agree to proceed in good faith with the implemenration of this Agreement. The p.nio
further agrEe to negotiatc in good faith for future financing urd conitruction of additional
Common Elements, wastewater Eeatment plant capacity, and any other facilities.
17. Service Plan Integration. This Agreement and is Exhibis shall be incorporated
in the District's Service Plan, as though set forth there verbatim.
18. Compliance with State and Federal t:w. This Agreement shall not be construed
to be in violation with the laws of the United States or the State of Colorado, nor in any manner
which adversely affecs or diminishes the financing capabilities of the District.
t9. Enforcement: Specific Performance. In the event of any material failure by either
party hereto to comply with the terms of this Agreement, the other party shall have standing tobring suit to enforce compliance herewith. Furthermore, in the evint of a breach of this
Agreement, the non-breaching party may seek all remedies available at law or equity, including
specific performance.
20. Non-Merger. Each party's obligations under this Agreement shall be assignable
to any grantee, purchaser, transferee, or assignee of the party's interest, and shall survive any
such conveyil@, purchase, Eansfer, or assignment.
21. Covenants: Recording. The provisions of this Agreement shall constitute
@venants running with the lands affected thereby, and upon execution this Agreement shall be
recorded in the records of the Garfield county clerk and Recorder.
22. Attorneys' Fees. Each parry shall b€ar its own attorneys' fees incurred in the
negotiation, execution, and implementation of this Agreement. Howevei, in the event litigation
is necessary to enforce the rights of the parties to this Agreement, iN btween themselvi, the
prevailing party in such l"itigation shall be entitled to reasonable attorneys' fees and costs of suitactully incurred.
F:WLES\t XOCAIJC.IRD
harr 15. l99.l
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23. Comglete Agreement: Amendment. This Agreement constitutes the entire and
complete agresment benveen the parties, and any modification or amendment hereto shall bc
evidenced by a writing signed by the parties.
24. Binding Effect. This Agreement shall be binding upon and inure to the benefit
of the parties, their heirs, suc@ssors, grantees, and assigns. Nothing herein shall prevent
Unocal from selling all or any portion of its Coryell or Sanders Ranches, individually or
collectively, or any other property it subsequently acquires, and the benehts of this Agrecment
shall be appurtenant !o the propcrty conveyed.
25. Authority. Each person executing this Agrecment rEpresents and warrurts that
hc has been duly authorizcd by the party which he purports to represent to executc this
Agreement, and has authority to bind said party to the terms and conditions of this Agreement.
26. Governing [:w. This Agreement shall be construed under the laws of the Sate
of Colondo.
27. No Waiver. No provision of this .Agreement may be waived except by an
agreement in writing signed by the vraiving party. A waiver of any term or provision shall not
be constnred as a waiver of any other term or provision.
28. Headings. The paragmph headings in this Agreement shall not be used in thc
constnrction or interpretation hereof, as they have no substantive effect, and are for convenience
only.
29. Sevenbility. If any part or section of this Agreement shall be found void or
invalid by a court of competent jurisdiction, such finding shall not affect any remaining part or
section, and said remaining parts or sections shall continue in full force and effect. The parties
strall renegotiate in good faith any matter addressed by a part or section that is found void or
invalid.
30. Notice. All notices required under this Agreement strall be in writing and shall
be hand delivered or sent by registered or certified mail, return receipt requested, postage
prepaid, to the addresses of the parties herein set forth. All notices so given shall be considered
effective seventy-tcrc (72) houn after deposil poshge pard in the United States Mail with the
proper address ils set forth below. Either party by notice so given may change the address to
which future notices shall be sent.
Notice to:Union oil Company of California
c/o [-aw Department
l20l West Fifth Street
P. O. Box 7600
Los Angeles, CA 90051
EWLEI\I'NOCAI.C.IN.D
Iory 15. 199{-17-
With copy to:James S. I-ochhead, Esq.
leavenworth & I-ochhead, P.C.
P. O. Drawer 2030
Glenwood Springs, CO 81602
Aspen Clen Water and Sanitation DistrictNotice to:
With copy to:
Notice to:Aspen Glen Golf Partners
555 East Durant, Suite 4A
Aspen, CO 816ll
lawrence R. Greeq Esq.
Delaney & Balcomb, P.C.
P. O. Dnwer 790
Glenwood Springs, CO 81602
With copy o:
IN WTINESS WHEREOF, the parties have executed this Agreement in multiple originals
on the day ud year first written above.
UMON OIL COMPAI.I'Y OF CALIFORNIA
By
ATTEST:
E\ELES\T'NOCAI'.IN,D
lr, lt. l99a
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ASPEN GLEN WATER AND SANTTATION DISTRICT
By
ATTEST:
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. By THE ASPEN GLEN COMPANY, General parmer
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STATE OF
COI.JNTY OF
1993, by
)
) ss.
)
Acknowledged, subscribed, and sworn to before me this _ day of
,?S , imd by
, on behalf of Union Oil Compury' a'!i
of California.
F:\nI53\t XCAIJC.lSD
,E lr. l99a
WIINESS my hand and official seal.
My Commission cxpires:
Notary Public
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STATE OF COLOMDO )I couNry oF i "'
I ree3,rit**,Tr"-*,this- dav of
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, on behalf of the Aspen Glen Water and Sanitation District.
WIINESS my hand and ofhcial seal.
I My Commission expires:
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Notary Public
-21-
STATE OF COLORADO )
) ss.
COT.'NTY OF
1993, by
iltt
Aspen Glen Golf Partners, Ltd.
WTINESS my hand and official seal.
My Commision expiru:
F:\ELE \t NOCAII.IID
lrry 15. 199{
Acknowledged, subscribcd, and sworn to beforc me thisthis _ day of
,ild-
on behalf of The Aspen Glen Company, as General parurer of
Notary Public
-t2-
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CORYELL 8ANCH
', t t._. _- r .\ ,.i. :. ..11 of Lots *umbered 12 and lS lnsection 291 andIiGi-i.ffn'[muered 1. 8. g, 10 and rr tn sectlop 2g, T"r#G ?South. Range 88 West of the 6th P.M., exceptlng those Forttons con-veyed out by the foUowtng Docu.ments as rscordet tn thtGarflelct' Corrnty rqcorCs, to-r'ri,tl
nocum.:it No. 21427, recordad tn Book 6l at page i;
Document No. 3s201, rccordec in Book ?s at pde 12g;Docum.rut No. 169?99, rqcor<icd in Book 2{B at iagc B9I.;
Docu-roent rio, 226000,'recorded tn Book 3sg at pale ?.
AII of ttrat portion of kts 72,' Lg and I g of Secti od 2g, Township?-s9u!, -8ange 8E west of tF 6th p.M. lyllg Northerly eni Easterlyof ihc f.ollowing-descrlbed Une;
Begiruirng at a point wheuce the Quarter Corner between saldsectlorrs 28 and 2g Fears:\. llcl6r4s'r w. 2401.69 feet; thence s.g9c44,w. 401.35 feet; theace s. g6"30r w. Is6.?s fget; then:L'N.. ?o.o3l'ltr/. 114.48 feet t6 a potat on thc Souiherly line of sald Lot lg; thenceN. 70'03t \,V. 409. ?g feet; th,ence N. ?O.3Or W. 3S{.2g feet; theaceN. 69u0t w. lag.49 feei; thencc s. zg.i6, w.. sos-4g feeu thenceS. 29"10r W. 66. 09 feet to a potnt on the Southerly Une of satd Lot Ig;thcnce West 291.29 feet aloai tt " Southcrly fino or s'atd Lot 1g; thenci 'N. 11c04t E. !o_8.s9 feet; thence N; t{.00, w, 306.64feeu thenceN. 54'10r W, 258.35 feet; thence N, 66.Oqr W. 3g?. ?g feeU tfr.i.iN. 45'rB' w. 481.-84 feet; thence N. ?rbsd,.so,i w. i.tz.izil"t; thcnceN. +{r21r w. ??9.g4 feet; thence N.,3g.0glw. 2u.11 Icct to a polnt-on the V/ester\y line of sald Lo: lS.
" Togethgr with all t .roverrents'thereon'and ail ai,]- i and. aitcfr rigtrts,
. vater anC vater rl5 s used uporr or in isnnectl.on . .h sU oi ihe ibov"-
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SANDERS RANCH
-; Parcel No. l: Lots 6, ?, 8 and 9.of Sectton ?, Tp. ? S., R. 88 W.
. 6ETE; Lot 31 of Sectlon.l and Lots i and 10 otSectlon i2,rp';1 ih'i N"ji"?I"'l?
t*"#; ;. s, 6 and ? rn section 18,
Tp. ?S., Rangc 88W. of the 6thP.M. aud Lots lI, 17 a'd 18
tnsectlon 1.2, TP, ?S., R. 89 W. of the 6th P.M., clcopt an' rrndtvlded 1/50 or'all otl and gas.lying in and trnder said.lands
" previously reserved in Document No. 1?6326, tn Book 258 at
Page 594 of the Ga!'fleld County Records.
A1l that $ortion of Lot 5 in Section ?, Lot 1 ln Sectton 18
and Lot 5 in Secdon l?, ?p. ? S., R. 88'West of thc 6th P.Ivi.
sttuate South and West of a llne begianing at a polnt ou the Ifast
llne of sald Lot 5 in said Sectlo:r ti, Soirth 51'2' East 92?. 45 r'eet
. from the Wluess corneE con?rn6nto Sectlons 7, 8, 1? aad 18 ln
sald Torvnship and Range; tbcnce North 61'2r West 92?.{5 f6et;
. thencc North 47"5t West 631 feeU thence North 63o40r West l38
feet; thence North 86'15'West 403 feet,.aira thence North 1&'West' to the North [ne of said Lot 5 in said Section ?.
tc rhe Norih i!n' cf said irci 5 ln saic Secao; ','
. Excepiing'U llx and one-foirrth per cent (t ') royalty from
oui of.ali thaoil, gas aDA other'rrlnerals produu-d aad saved irop,
of2
Given:
Assume:
Figure:
Note:
F:\FILES\LX€AI-C.IID
hsry t5. l99A
EXHIBM D
ILLUSTRATIYE C olvfPu"rAflo N oF Cot"fMo N ELEM Ehrr S URC HA RGE
The common Element surcharge (cES) is a per-EeR charge intended to
reimburse AGGP and any other Participating Party for the Construction Costs of
common Elements which wiu be used in common by ruidens of Aspen Glen
and other District customers outside Aspen Glen who utilize plant capacity in
Phase I and also capacity made available in subsequent phases of ptant
construction. The Common Elements for Phase I consist oft (1) an oversized main
interceptor line and (2) certain plant facilities. Attachment D-1, attached hercto
utd incorporated herein by this reference, lists the Common Elements which strall
be included in this illusrative Phase I CES computation. AGGP will exerciscgmd faith efforts to refine the treatment process and reduce the costs of the
facilities described in Attachment D-1. Upon such refinement, and upon the
prcparation of construction drawings, the partia shall negotiate in gooa faittr any
necessary reallocation or adjustment of the Phasc I CES and shall amend thii
Agreement as necessary based thereon.
Pursuant to its Outof-District Sewer Service Agreement, Unocal provides notice
of its intent to purchase 25 EQR of Phase I capacity for servicgto the Coryell
Ranch.
Common Elements costs and EoR Benef,rtted. The phase I CEs shall be
calculated based on the certified and approved actual Constnrction Costs of the
Common Elements. The costs of plant Common Elements shall be spread over
428 EQR. The incremental Construction Costs of oversizing the main interceptor
line shall be spread over the 428 EQR benefitted thereby. Based upon current
estimates, shown on Attachment D-1, the plant and tine portions, and-total, of the
Phase I CES would be as follows:
Plant $262,ffi6 + 428 EQR : $614 per EeR
Lines $81,091 + 428 EQR : $189 per EeR
Toal $803 per EQR= Phasc I CES
If service were to the Surden Ranch, the CES calculation would not include thc
$189 cost for [ine oversizing. Therefore, the total CES for service to the Sanden
Ranch would be $614 per EQR.
l.
2.
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. .ITEFI AI{O SAI.{TTATION OEIH T
.Atr OF WI,VTF @MFAfrTWE GTL
AO WITIIOI,'T SERVICE AREA
mt{/DEscFIPTXst{
'' 'sE 1 u /vTF C6r
E 2 \AI\,YTF CGT
r'rr^SE 3lrJ\fTF CGT
PFIAS€ T OI/EFI3IZE
.NTErcEFTOA
TOTALWWTF cosT
6f EQRE t/EOR
t1,288,9€E 355 3ffi.68
38(}2,9{Xl t55 a.1e
Ee,&rl 3Fq 2m8.q'
t28a80c 14 Eo!,.Gt
311't,o91 415 267.689
0q61,tE 1066 28og.l.r
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Attactrrer:t D-l (2 of 2)
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Given:
Assume:
Assess:
Figure:
Step
Two:
F:\FILES\IjNOCALC. I LD
,anry 15, lFa
EXHIBTT E
FORMULA FOR AND TLLUSTRATION OF PHASE I
PRO RATA PLANT CAPACTTY FEE COMPUTATION
Phase I of the District sewer plant is completed in 1994. The coss of Phase I ue
advanced by AGGP. Upon request from Unocal, the District is required to
purchasc capacity from AGGP, if available under the terms of this Agreement,
for servicc to properties outside the District boundaries. Phasc I has a design
capacity of approximately 106,8@ g.p.d., or 356 EQR (106,800 + 300). The
total assumed Construction Cost of Phase I as shown on Attachment D-l is
$1,288,966, of which 5262,&6 is anributable to Construction Costs for Common
Elemens. (See, Exhibit D). Thereforc, $1,026,360 is attributable solely to
Phase I for the purpose of calculating the Adjusted Plant [nvestment Fee.
In January 2000, Unocd, pursuant to is Out of District Sewer Service Agreement
with the District, provides notice to the District of is intent to purchase 25 EQR
of the Phase I sewer plant capacity for use on the Coryetl Ranch. Aspen Glen
has built out at 32 unis per year. Thereforc, the remaining capacity of Phase I
in January 2000 is 196 EQR.
Availability of Capacity. The final 20 percenr of rhe Phase I plant capacity - 7l
EQR - is reserved for the sole use of Aryn Glen, subject to reduction to l0
percent if funds are committed and approval obtained for the next phase of
expansion of plant capacity. Therefore, plant capacity is available for purchase
by Unocal. Line capacity is available as District lines are oversized to
accommodatE 428 EQR of service on properties outside the District boundaries.
Divide the total Construction Costs attributable solely to Phase I by the number
of EQR in such Phase. Thus:
$1,026,360 + 356 EQR = $2,883 per EQR
Multiply the result by the premium of 20 percent. Thus:
$2,883 x .20 : $577 per EQR premium
No interest accrues on the premium.
Step
Threc:
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lncrease the result from Step I by the average annual interest at the prime ratc,
as established by Chase Manhattan Bank, New York, New York, based upon the
monthly averages thereof. Thus, if the average annud prime rate from Januaryl, 1995 to January 2000 is 6 percent, the Adjusted Plant lnvestment Fee is as
follows:
$2,883 @ 6% interest for flrve years - $3,858.08 per EQR.
StepFour: Calculatc the Adjusted Plant Investment Fee, by adding the base fee plus inrcrest
thereon (as calculated in Step Three), plus the prcmium (from Step Two). Thus:
$57 (from Step 2) + $3,858.08 (from Step 3) = $4,435.08 per EQR
Step
Five:Calculate interest on the Common Element Surcharge of $803 per F-QR (SE
Exhibit D). Thus:
$803 @ 6% interest for five )€2rS = $1,074.60
Calculate the Pro t{ata Planr capaciry Fee by adding the Adjusted plurt
Investment Fee from Step Four, plus the Common Element Surcharge from Step
Five. Thus:
$4,435.08 + $1,074.60 = $5,509.68
Step
Seven: The Pro Rata Plant Capacity Fee shall not exceed $6,000 in years I through l0
and shall not exceed $7,500 in years I I and beyond. The calculated Pro Rata
Plut Capacity Fee does not exceed the limit.
Step
Eight: The Pro Rata Plant Cafacity Fee for one EQR is $5,509.68 and the total cost for
a purchase of E EQR of the Phase I capacity is $137,742.
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Assume:
Figurc:
Step
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EXHIBTT F
FORMULA AND COMPIIIATION FOR ALLOCATION OF
FUTURE SEWER PLANT EXPANSION COSTS
(With Illustration)
In August of 2@1, unocal, the District, and AGGP agree to expand the capacity
of the District's sewage Eeatment plant by constructing phase tr. phase u tras
a. current proposed design capacity of 106,800 gpd, or 356 EeR, at a total cost
of $8ff2,363. This example will assume that this size and cost are the ones
determined by Unocal urd AGGP to be the most @onomical. The actual sizc and
cost of Phase tr will bc determined by the Participating Parties under the terms
of this Agreement.
No party other than AGGP has participated in or purchased capacity from ptrase
I. Thus, the toal common Element surcharge from phase I, of $262,606,
remains unreimbursed to AGGP (See ExhiUit D). Based on planned development
for Aspen Glen, AGGP requests a reservation of 96 EeR (27%) of the phase II
plant capacity. Based on development plurs for the Unocal Properties, Unocal
rcquesrs a reservation of 200 EQR (56%) of the phase tr plant capacity. Aspen
Glen and unocal are the only Participating parties in the ptuse u plant
expansion. The 60 remaining unreserved EQR (356 - zgq (o7%) are avaiiable
on a first-come, first-serve basis to any party within or without the District,
provided proper reimbursement is made to Unocal and AGGP for their costs in
such capacity. AGGP and Unocal shall reserve the sole right to the final 20
percent of plant capacity of Phase II Ol EeR), on a pro nta basis (23 EeR
AGGP/ 48 EQR Unocal), subject to reduction to l0 percent. Acrual Construction
Costs are $8t12,363.
unocal has reserved 200 of 296, or 61.6 prcr;nt, of the EeRs reserved from
Ptrase II. (200 + 296 = 67.6%). AcGp has reserved 96, or 32.4 percent, of
the EQRs reserved from Phase tr. (96 + 296 = 32.4%). percentages are
rounded to the nearest tenth of a point.
Construction Costs are allocated based on the proportion of total EQR reserved
by each party. Thereforc:
a. Unocal share is 67.6% of $802,363 or $542,397.
b. AGGP's share is 32.4% of $802,363 or $259,966.
Step
Threc:
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Four:
step
Five:
In addition to the costs allocated in Step Two, unocal pays to the District a
common Element Surcharge for common Elements in phase I of $122,632 teooEQR + 428 EQRX$262,@6)1, plus interesr iu set forth in the Agreement.-'
If the Participating Parties in Phase II constnrct Common Elements, they shall bc
entitled to reimbursement from the users benefined by such Common'Elements
through a Phase II Common Element Surcharge, calculated pursuant to the
formula in Exhibit D. The Phase II CES shall be-reimbursed to th" participating
Parties based on each Party's proportionate share of the total amount of capacity
reserved. (In this example, unocal 67.6 percent, AGGP 32.4 percent.)
Th9 Participating Parties shall execute reimbursement agreements with the District
which shalt require the District to recover and reimburse to the participating
Parties on a pro rata basis a Pro Rata plant capacity Fee from any othei non-
participating entities which purchase capacity from the phase of expansion. These
agreements are subject to review by all participating parties.
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OUT.OF.DISTRICT SEWER SERVICE AGREEMENT
THIS AGREEMENT made ,h.i: __ day of , 1994, by and betweenJAMES L ROSE ('Rose"); the ASPEN GLEN WATET AND SANITATIoN DISTRICT,a C-olorado Special District ('District"); and the ASpEN GLEN GOLF PARTNERS, aCalifornia limited Partnership, doing business in Colorado as ASPEN CLEN GOLFPARTNERS, LTD. ('AGGP')
WITNESSETH:
WHEREAS, the District is organized pursuant to Titte 32 of rhe Colorado Revised
Statutes to, inter aJia, own and operate a regional wastewater treatment facility to provide
wastewater treatment service to properties witbin its boundarieg inctuding the Aspin GlenPlanned Unit Development ('Aspen Glen"), and to properties outside i6 boundaries butwithin a defined "Service Area'and an "Expanded Servici Area'of the Distric! alt as shownon Exhibit A, attached hereto and incorporated herein by this reference; and
WHEREAS, Rose is the olrner of certain undevetoped reat property tyingwithin theExpanded Service Area of the District 1nd generally north of Aspen Glen liereinafter'Rose Properq/). The Rose Property is described on Exhibit B, attached iereto andincorporated herein by this reference; and
WHEREAS, the District and AGGP, the developer of Aspen Glen, have by aseparate agreementcontracted for the D- jstrict's acquisition of a wastewater treatrnent plant
site, and AGGP's construction and dedication of initial District facitities; and
WHEREAS, tbe.District pursuant to C.R.S. $32-l-1001(lxk) has rhe power tofurnish services and facilities outide of is boundaries; and
WHEREAS, th-e parties hereto desire to express their agreement concerning theprovision of sewer and wastewater treatment service to the RoJ Property and any Sther
proP_erties capable of being served by tbe District; Rose's participation in the expansion ofthe District's wastewater treatment plang and related matters.
NOW THEREFORE for and in consideration of the mutual promises andcovenants contained herein, and other good and valuable consideration, the receipt and
adequacy of which is hereby acknowledged, the parties atree as follows:
1. Design. Costs and Construction of District Facitities
A. Plant -Desi8n. The District Service PIan, as approved by Garfield County,
provides for a regional wastewater treatment plant which will be coostructed
in multiple phases, with an ultimate totat design capacity of 600,000 galtons
per day (gpd), or 2000 EQR (300 gpd = I EQR), and which conteilplates
wastewater treatment service to the service area and expanded service area
as shorn on Exhibit A Horvevet, for purposes of caliulations under this
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B.
Agreement 9!ly, and without timiting the actual utrimate capacity of tbe ptant
or the actual levels of service that may be extended to the fior. irrop.rty, tt.
parties shall assume rhe ultimare capacity of rhe ptant is 320,000 gpi, oi ioooEQR. Phase I of the plant, as proposed in ihe Disrrict serilce
'plan,
is
planned to have a capacityof 106,800 gpd, or 356 EeR. Furure phases or ineplant will be constructed and paid for pursuant to tbe ti.r, of tbis
AgreemenL
. AGGP is required to construct
at its expense the sewer lines and wastewater treatrnent facilities necessary to
serve Aspen Glen, and to convey such facilities to tbe District, as d;#ea
in the Service Plan and as required in tbe Coostruction aod Reimburscment
Agreement between AGGP and the Distric! executed of even date herewith.
AsPenGlen at full bu.ild out will require a service tevel of approximatety 63gEQR from the District wastewater treatment ptanl or appioximately sixty
percenJ $lvo) of the plant's assumed ultimite capaciiy' of 1066 EeR.
Therefore, approximately 428 EeR, or forty percent (+ori1, of the assumed
ultimate -caPacity will be available for use on properties turrentty located
outside the boundaries of the Districl Notwithsianding the assumptions
under this Agreemen! all plant capacity over and above tfie needs of Aspen
Glen, as outlined in the approved Service ptao and any amendments thereto,
shall be available for service to the Rose property, subject to the terms and
conditions of this Agreement, and to any other usei whoie property is capabte
of beingseTgd by the Distric! subject to other appticabteagieements This
service shall be on a first-come, first-sewed basig irrespective of any existing
estimates of the number of EQR that any user or property to be served may
require.
C. Service tp Rgse PrpPerty. Wastewater treatment service to the Rose property
will not be through existing District collection lines, but will be directty into
lines at the District wastewater treatment plan site, or into the plant it .f.The District- hereby conveyq effective upon approval of tbe frnal plat
{epicting such easement, to Rosg his successors,lna assigns for the Uenent
of the Rose Property, the non-exclusive right to construcqlnlarge, maintain,
repair, and replace sewer lines and all appurtenant facilitiei to District
engineeringspecificationq within the Districtriwastewater treatnentplant site
for connection to lines or plant therein, and to utilize capacity in such lines
or plant all subject to the terms and conditions of this Agreemenl
2- Entension of Scwer Service to Rose Propertl. Rose shall have the right to
obtain sewer and wastewater treatment service under ttris Agreement for the Rose prJpertyby: (a) purchasing existing sewer plant capacity, if available under the terms of thii
Agreemenl, and (b) participating in the financing and constmction of a Phase of sewer plant
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caPacity exPansion Pursuant to the terms of this Agreement Rose nray etect ro utilizeeither, or bo(h, nrethods of obtaining service as pror.ided herein.
3. Purchase of Existing Capacilv. If Rose desires to purchase existing capacityfrom the District's wastewater treatment planl he shall notify thi District of the ir*nt ofcapacity desired, and the Property to be served thereby. Upon such notice, the District shalldetermine whether capacity is availablg fol purchase, is provided in paragraph 5. Ifcapacity is available, the District shallmak-e the requested capacity, or any araiiaUfi portion
thereof, available upon Rose's payment of a Pro Rata Plant'Capicity Fee for each EeR ofservice desired. The appropriate Pro Rata Plant Capacity Fee as catculated pursuant to thisAgreement shall be paid to the District prior to the iarlier of: (l) allocation of suchcapacity to Rose, or (2) actual connection. The Pro Rata Plant Capiiity Fee shall consistof the sum of: A Common Etement Surcharge, as defined in Parair"pfi 3.A., below, and
calculated-pursuant to Exhibit C, attached herito and incorporated n-erein by this reference;
plus an Adjusted Plant Investment Fee as defined in Paragiaph 3.8., below, and calculated
pursuant to Exhibit D, attached hereto and incorporated-heiein by this reference, subjectto the maximum limis provided in Paragraph 3.C., betow. Exhibits C and D contain'the
formulas for, and illustrations of, the Common Etement Surcharge and tbe Adjusted if.oiInvestment Fee compuj"tloll The parties shalt utitize and be b-ound by the formulas andcomputation methods in Exhibits C and D, at such time as final cost figures are available
for calculations.
A. Phase I Common Element Surcharge.
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AGGP has committed to construct at its expense pbase I of the
District's wastewater treatment plant. As pari of such construction,
AGGP will construct and install certain plint facilities which will be
used in common by residents of Aspeo Glen and other District
customers outside Aspen Glen who utilize plant capacity in phase Iand also. capacity rnade available io subsequent
-phases of ptant
construction. The plant facilities which AGGP wiil constnrci andwhich will be used by other properties outside Aspen Gten are
referred to herein as ncommon Elements' AGGP shalibe eutitled to
recoup from the other users of these Common Elements each user's
p_roportionate share of the costs of the Common Elements through the
construction and Reimbursement Agreement between AGGP .id th.
District of even date herewith. For each EeR of capacity in phase I
of the wastewater treatmeDtplant purcbased by Rose, Rose sball pay
to the District as a Pbase I Common Element Surcharge his pro rata
share of the actual incremental construction costs of iommon
Elements benefitting properties outside Aspen Glen.
The Phase I common Element Surcbarge sball be based upon actual
incremental Construction Costs incurred by AGGp in cons-truction of
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the Common Elements, as certified by AGGP to rhe District togetherwith supporting documentation inciuding specifically but withoutlimitation construction contracts, change oideis, cancefed checks, andlien waivers. As used in this Agreement, the term "Construction
Costsn shall mean actual 'hard costs" incurred for engineering fees forpreparation of construction drawings and bid docuirents, .-nd lobo,and materials, but shall not include "soft costs,' such as permitting orlegal fees. AGCP shall provide to Rose for review and approval tbecertification and all documentation submitted to the Disrricl ExhibitD contains, in addition to a formula and computation, a list ofCommon Elements currently an-ticipated to be constructed as part ofPhase I construction. Said list shal[be the basis for the catculation ofthe Phase I Common Element Surcharge. AGGP witl exercise goodfaith efforts to refine the treatment pr&ess in order to reduce costsand reduce the costs of the facilities descnted in attachment D-1.Upon such refinemen! and upon the preparation of construction
drawings' the parties shall negotiate in g;d faith any necessary
reallocation or adjustment of tbe Phase I Common Element Surchargc
and shall amend this Agreement as necessary based thereon. In noevent shall the District-charge, nor shall nGCp recoup, Common
Element Surcharges, exclusive of interesq in excess of the total amount
determined due based on the actual Construction Costs ccrtified byAGGP to the District. The Common Element Surcharge shall accrueinterest as provided in paragraph 3.B.(2) bereof.
B. Adjusted Plant Investment Fee. An Adjusted Plant Inveshnent Fee shall bc
charged to Rose by the District for each EQR of capacity purchased by Roscin Pbase I or any subsequent plant expansion io *[;in Rose is not a
Participatiog Party, as defined herein. The Adjusted Ptant Investment Fee isintended to comPensate AGGP (or any other Participating parry) for the
actual construction cost of facilities attributable solely r; pha;e I (oiiny such
subsequent plant expansion). Tbe Adjusted Ptant investment Fee shill Ue
base_d uPon the total Construction Costq less any Construction Cosrsattributed to Common Elernents, divided by the number of EeR for suchPhase. This base amount shall be adjusted by the premium referenced in
Paragrapb 3.B.(l), and interest referenced in Piragr.il f .n.1Z). Actual costs
incurred in constntction of Ph"1e I (or any subsequent plant expansion) shall
be certified by AGGP (or all Participating Parties) rothe Diitrict tofetherwith supporting documentation including ipecificaily but without timitationconstruction contracts, change orders, canceled checks, and tien waivers
AGGP (or all Participating Parties) shall provide to Rose for review and
approrral the certification and all documentation submitted to the District
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(l)Adjusted Plant Investment Fee Prenrium. As part of rhe Adjusted
Plant Investment Fee, Rose shall p"y a premium equal to twenty
percent Q07o) of the Adi_usted Plant Investrnent FLe as iuitially
calculated based on actual Construction Costs without the addition of
any interest. The premium shall not accnre interesL
Interest. Rose shall pay interest on the Common Element Surcharge
and the Adjusted Plant Investment Fee (not including the premiu-m
thereon), from and after the date on which the wastewater treatment
plant, land, and all lines are conveyed by AGGP to the Distric! at a
rate equal to the monthly average Prime Rate as established by Chase
Manhattan Bank, New York, New York; provided, however, that in no
event shall interest paid hereunder exceed l27o per annum for any
year.
(2)
C.vestme
Surcharge. Notwithstanding anything above
Plant Investment Fee and Common Element
the purchase of any plant capacity in Phase I
amounts, as absolute limits:
to the contrary, the Adjusted
Surcharge charged to Rosc for
shall not exceed the following
(l) For the period commencing January I of the year following the year
in which tbe wastewater treatment plan! land, and all lines are
conveyed by AGGP to the District, to and including December 3l of
the year l0 years following such year:
Adjusted Plant Investment Fee:
Common Element Surcharge:
(2) Thereafter:
Adjusted Plant Investment Fee:
Common Element Surcharge:
$4,500
31,500
$5,625
$ 1,875
4. Increase of Sewer Plant Capacity. lrrespective of whether he has purchased
any existing capacity from the District wastewater treatment plau( and irrespective of
whether any uDused capacity remains in the existing plang Rose and/or AGGP shall have
the absolute right at any time_to request an increase in wastewater treatrnent ptant capacity.
The right of Rose and/or AGGP to request and participate in plant expansions is zubjeit
only to the proper regulatory authority of the State of Colorado, Garfield Coung, or oiher
authority (otber than the District) having proper jurisdiction thereof. If Rose, AGGP
and/or the District finds it necessary or desirable to have the District's wastewater treatment
plant capacity increased, it(they) may demand such increase by the following procedure:
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A.
B.
Request for Expansion. The partv. requesting expansion- (the .rnitiating
Party") shall provide writren notice'by regisrered or certified mail, returnreceipt requesred, to the Disrricr and ari .*iiting
"na
porintiar 1., a.ti-ir.aby the Districr but which shail incrude Rose "ri nc6iiparticipating parriesof is desire to have the wastewarer trearment ptant caiacity increased.
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Negouarron py participa.ri.ng parties. wirhin 10 d-ays of the giving of such
lilff :,f :1
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fl :Y . I." Xf ^:,^"-_\ _,
or i ce s h a I t a d i se
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t h ; I ;i,; ;; i" ;' r. ",whether it also desires an inirease in plant qnlcitr. *;""r';'J[il;r:::Inotice does not respond within 30 days, it sha[ bl deemed to not desire toparticipate in rhe increase in plant capacity. The Initiatiog r.ity rh.ll';;,establish a dare, rime, and tocation toi .- 1"ir1 meering *itfiio 60 d"";il.giving of the notice ,o.ll,. Disrricr provided io r-"lfiph 4.A.;.u",Jitlrrparties providing an affirmarive responr". 4t rhis j;ini meeting, the partiesshall determine the approximate increase in the pLot capacity required byeach party, and the. torar required increase i111pgfity. At'r*ri r.lrirg, ,r,.parties shall also determini the number of EeRs io bc a[ocated to eachparg from the increased prant capacity, .oaitiplrties shail aurhorize thepreparation, within a reasonabre rirne, 61. 1.port 6y tt. oirt i.i E;;il;;show the exact amount of the increase, tne facitities to be constnrcted as partof such expansion, the cost and capacity of such facilitieq and retated mattersEach party requesting capacity shirr receive- a cjpy ortr,L engineering reportEngineering cosrs accruing.ro the District in thJir.p.r.tio-o .r *its'*prtshall be paid by each party in the *r9 proportion ., th. capacig requestedby each parry bears to rhe roral capacity reiuest"a uyii p.rti.rl ---r------
C' Financing Comrnitment' The District shatl estabtish a date, time, and tocatioufor a second i"lo.t meeting of the parries to ue heia wirhi; io,.n, 1lo1'a.p orreceipt of the District Engineer's-r.port At such meeting, ttre ia#es suattfinalize and approve the engine-erinireport, the Liact totaii.qrii.d iocreasein capacity, the exact amornt of capicity, expressed in EeRs, to be alrocatedro each party, and the esrimared.oit.[ocabie to each p.r0,. i*f, plrry rn.Uthereafter n:::r^Ty gl.a"n to provide to tbe Dislricf (a) rhe necessaryfinancing for the construcrion, and (b) satisfactoryevidence irsucn nnro"ing.All cost allocations shall be reduced oo .p- rari basis ror
"ry
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for coostruction.or simirar purposest and'the amount of
"oy g;;nt stan notbe included in the calcutation br tt" Adjusted il"r, Investment Fee. Eachparty making the financial commitments set forth berein."a p.rtLif.,irg i,construction oj a plant expansion shall be referred to herein "t" p"rti"ipatingP"rty. At such T:"tog, the parties shart discus and attree ;, *h;;;r bondor other public a.e!1fina-ncing may be made avairabre tirough th. p;ri*, ro,constnrction and, if such financing is or may be availabt;ih;;;L ,.yreach such agreements with and ttrrough tue oistria ., ;;r;.'.fpr"pri"t"to obtain such financing.
LG\ASPE\Agrtcuc ll
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D.Project control. once each participating parg has arranged for financing,the District shall proceed to negotiate .ni erecute iu conrracts forconstruction of the.inc.reased.plant capacity. Except as provided in paragraph
4'1. hereof, the District shall be sollly rlsponsibte for construction of theexpansion project, and the other Participating Parties shalt cooperate in theconstruction process, including review and approral of ail changl orders. AllParticipating Parries shall have the right to'make inspections-as they a..,appropriate and to have full access to tbe District's books, records, contracts,and other documentation relating to the expansion project. To facilitateinspections, the District shall regu tarly apprise the Participating parties of tn"status of the project
Costs of Expansion.
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(1)The cost of construction of any phase of plant capacity expansion shall
be allocated to and_paid by ealh parricipating pr.ty by dividing thetotal Construction Costs of tbe phase by ihe numbeiof EeR .rJ"t.d
in such p-hase and mulripllng the resuli(cost p€r EeR of capacity) bythe number of EQR reserved to each pirticipating party. exrriuii g
attached hereto and incorporated herein by rhis reflrence, contains anillustrative computation of th" allocation of future plant expansion
construction cosrs. The parties shall utilize and bl uorra by theformula for computation illustrated in Exhibit E, at such time as finalconstruction costs figures are avdilable for calculations. These costs
shall be determined and_allocaled by inserting tbe actual figures for
each expansion into the Formula and Computation for the Allocatiooof Future Sewer Plant Expansion costs, discribed in Exhibit E.
In addition, at the time of substantial completion of construction of
each next- expansion_or phase of the wastewater treatrnent ptan! the
parties other tban AGG^P participating in such expansion up to a totalplant capacity of 320,000 gpd (1,066 EeR) sbali pay to t'he Districtthat proportioo of the totat remaining phase I bommon EtementSurcharge due to -AGgp as tbe ".p.Jity of the next expansion or
phase constructed for the benefit of sucb parties, expressed in EeR's,
bears to 428 EQR. For example, if the next phase constnrcted were
356 EQR, and AGGP participated in sucb phasc to the extent of 100Eal, the parties other tban AGGp participaring in tbe expansion
y_oyl.q pay to the District a common Etemtnt Jurcharge equal to
2561428 of the total-remaining phase I common Elemeni surcharge
due to AGGP, and the District would reimbursc such amount to
1GGP pursuant to the constnrction and Reimbursement Agreemenltrach Participating Party other than AGGp shall pay its pro iata shareof the total amount due, as determined by muitiplying the total
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STATE OF COLORADO )
couNTy oF .ARFIELD ) ss'
. Ar-kn-or!dt.9, subrribed, and svorn ro before me rhis
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day of1994, by JAMES L. ROSE.
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WITNESS nry hand and official seat.
My Commission expires:
STATE OF COLORADO )
Notary Public
COLTNry OF
)ss
)
Acknowledged, subscn'bed, and sworu to before me thisthis _ day of
andI993, by as
on behalf of
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WITNESS my hand and official seal.
My Commission expires:
tbeAspenGlenwffi
Notary Public
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) ss.
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sTArE OF COLORADO )
COUNTY OF
1993, b,1
Acknowledged, subscribed, and s,,yorn to before nre rhisthis _ day of
and, ilS
as Ht
of Aspen Glen Golf Parrners,, Lrd.
WITNESS my hand and official seal.
My Commission expires:
LGIA.SPE!\.\grRrr tt
Jrrery tl, l91l
on beha lf of rtri espenE-ten coffi
Notary Public
EXHIBTT A
DISTRICT MAP
EXHIBIT B
L6\ASPE\rA'rwuc l!
Jrarry 2{. l99rl -?A-
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EXHIBTT CI
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Civen:
Assume:
Figure:
L.G\ASPE\1Agrtcarc l?
,rn.ry :a. 199,1
The Common Elcment Surcharge (CgSl is a pcr-EeR charge inrended roreimburse Accp and any othlr iarticiparini prrty- for rhe consrrucrionCosb of comrnon Elemens which will b; ,r.l io .trroo by resideots ofAspen Glen and other District cusromers outside Aspen Gren u.ho uritizeplant capacity in phasc I and also capacity made ."lil.bl. i, ,ru*+.r,phascs of plant construction. The common-Erements for phasc I inrcfar asthe Rosc p-rope-rty is concened consist of certain plaoi iacilities. AttachmentD-l' attached hereto.lld incorporared herein !ilm reference, risb rheCommon Elements which shall be inctuded io this iltustrativc pbase I CEScomputation' AGGP will exercise gmd faith effort to refine ttre treaurentproccss and reduce the costs of the facilitics described in Attachm.o, Ui.upon such refinemen! and upon the p-reparatiou of consh,ction drarings,the parties shalt legotiate_ii go"d'faiin any n.*ry reallocarioo oradjushnent of rhe phase I cEs .id .h.il .r.nJinlt e!r..r.nr as neccssarybased thcreon.
Pursuant to its out-of-District Sewel SeMce Agreemenl Rosc prwidesnoticc of irs intent ro purchasc 25 EeR of phase iocai;ry for service ro theRosc Property.
. The phase I CES shall bccalculated based on the certified and approved actual Construction Costs ofthe Common Etements. The costs of'prant comoroi Eremenrs shal bespread wer 428 eQR_- Based upon currcnt estimateq shom on AttachmentD-1, the total, of the phase I cEs rerative to tbe Rcc property u,ourd be asfollows:
l. Plant 5262,ffi + 428 EeR = $614 p€r EeR
Total $614 per EQn= phase I CES
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Civen:
Assume:
Assess:
Figure:
Step
One:
Step
Two:
L6\ASPEY,r,36 q.119
Jrul.ry 2{, l'}t
EXHIBTT D
Phasc I of the District s,e_wer ptanr is comprered in r994. The costs of phaseI are advanced by tcgp upr request irom Rose, the District is requiredto purchasc -capacity from AGGp, if available under the terms of thisAgreement' for service to properties outside the District boundaries. phascI has a.design capacity of approximately 106,d-t pJ.;;; lsC eOn il06"g0it: 300). The total assumid consrruction Cos-t'of
'phasc I as shovn onAttachment D'l is $1,2gg,966, of which $za\ga is a'rfburabre toconstruction costs for common Etemen_rs. (sce. Erhibit D). Therefore,s1,026.360 is artributabre sorety ,oii.r. I for rhe purpo.e of carcutaring rheAdjusted Plant lnvestnenr Fee.
In January 2000, Rose, pursuant to bis out of District sewer ServiceAgreement with theDistrict, provides notice ro rhc District of his intent topurchasc 25 EQR of the phasc I sewer plant ."p..ity-ior use on tbc RoscProperty, Aspen Glen has buirt out ^t iz units'p", yi.r. Thercfore, theremaining capacity of phase I in January 2000 is ig6 EOn.
AvqilabilitLof ca.pacity. The final 20 perceor of the phasc I ptant capaciry- 7l EQR - is reserved for the sote usc of fufn Gren, subject toreduction to t0 percent if funds are committed anj.pp'ror.r obtained for thc
l.*1, ?l.T of erpansign _of plant capacity. fter.iore, ptant capaciry isavailable for purchase by Rosc.
Divide thc total constnrction cosrs attn"burabte solely to phase I by thenumber of EQR in such phasc. Thus:
$1,026,360 + 356 EQR = $2,883 p€r EeR
Multiply thc rcsult by the premium of 20 percenl Tbus:
$2,883 x .20 = $577 per EeR premium
No interest accrues on the premium.
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Step
Three:
Step
Four:
Step
Seven:
LGIASPBl\Ajrtgra-lt
Jru|rry 2( t9i{
Step
Five:
Step
Six:
Step
Eigbt
lncreasc the resurt lrqstep l by the averate annurr interest at the primerare, as esrabrished by Chase Manhattan Bani, N.* yori,-ir:; iil ili"oupon the rnonthlya-v-erages thereof. Thuq if itre.r.i.g. annual prinre ratefrom January t, t995 .Io January 2mO ;';' ;il. the Adjusred ptanrInvestment Fee is as foilorra, '
$2,883 @ 6Vo interest for five lcirS = $3,g5g.0E p€r EeR.
calcutate rhc Adjusted ptant Investrnent Fee, by adding rhe base fee plusinterest thereon, ptus the premium (from ir.p ii"r.-hur, ' -
$577 (from Stcp 2) + $3,g5g.Og (from Step 3) = $d,43S.Og per Een
calculate interesr on the common Erement Surcharge of $613 per EeR (seeExhibit C). Tbus:
$611 @ 67o interest for five years = $g21.66
cahulare the pro I"3 1,:", Capaciry t. uy addiog tbe A<rjusred prantInvestment Fee from Step Four, pi* ttre commoo gr.L.ot surcharge fromStep Five. Thus:
$4,435.0E + $821.66 = $5,256.74
The Pro Rata plant Capacity Fee shall not exceed t6,0OOl0 and rr,rrr ooi.i...d $z,jm ;; ;;;;. I I and beyood. #J::ftl.HT::Rata Plant Capacity Fee does ooti*...a the limit
Thc Pro Rata Ptant_ClqL.ity Fec for one EeR is t5,2S6.24 and the totat costfor a purchase of 25 EbR or tt. ,hrr. r ""p..ity r tiii,lrs.so.
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Step
One:
Step
t.G\ASPBtAglccrtl
Jrmrry;4 1991
In August of 200t, Rose, the District, and AGGP agree to expand thccapacity of the District's sewage treatment plant by co-nstrucring irhase II.Phasc II has a currenr ?19p.-q design.rp..ity of lti6,g00 gpd, or-3-s6 EeR,at a total cost of $802,363. This example'wiltissume'tharlhis sizc and istare the ones dctcrmined by Rosc and AGGP to be the most economicat. Theactual size and cost of Phasc II will be determined by tbc Participating p.rtL
under the terms of this Agreemenl
No party other than AGGp_has participated in or purchased capacity fromPhasc I. Thus, the rotal common Eiement Surcharge rrom itrasc t, oft262,606, remains unreimbursed to AGGP (see E h"iuit Di. B;r.J';
tl1T.1_d:velgprnelf for Aspen Gten, AGcp requests a reservation of 96
Pal Q7v! of the Plrasc II ptant capacity. Based tn devetopment plans fort. RT: Property, Rosc requesrs a reservation of 200 Eaif 6Oril oa rh"Ih.: II plant capa:r_ry.- nspcn Gten and Rose arc thc only rarfilipatiigParties in the Phase II plant txpansion. The 60 remaining rnr.s.rued EaR(3-56.' 296) (l-7vo) are availabljon a first-come, first-serve-basis to any p"i,ywithin or without the District, provided proper reimbursement is made toRosc and AGGP for their costs in such'capacity. AGGp and Rosc shall
l.:I. the sole right ro. the final 2_O_p1rcery
_or plint capacity of phase II (zlE9R)t on a pro rata basis (23 EC)R AGCpi 4E ECjR Rose;, subject'toreduction to 10 percent Actuat construction costs are $g02,363. ' '
Rosc has reserved 200 of 296, or 67.6 percent, of the EeRs rese rved from
ih"=-lt (200 + 2?6-= 67:gq- AGGi' has reserved 96, or 32.4 percenr, ofthe EQRs reserved from phase II. (96 + 296 = 32.4%). percenrages arerounded to tbe nearest tenth of a poinL
constructioo coss are allocated based on the proportion of totat EeR
rescrved by each party. Therefore:
a. Rosc share is 67.67o of $802,363 or $542,397.
b. AGGP's share is3Z.4Vo of 3802,363 or $259,966.
EXHIBIT E
(With Illusrration)
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Assume:
Step
Fivc:
Step
Three:
Step
Four:
L6\ASPBt\Aptcrrc.ll
Jrrurry l.{. l!*l
In addition to the costs artocated in Step Two. Rose pays to rhe District acommon Elcment !u1!1sc for conrmon Etemenrs in phase I of s 122,637[(200 EQR + 4zB EeRi($262,606)1, prus inreresi"as set forrh in rheAgreement.
lf the Participating Parties in Phase II construcr common Elements, they shaltbe entitled to reimbursement from the urers beneritt.a by such commonElements throu-gh a phasc I[ common Etement surcharge, carcuratedpursuanr to rhe formura in Exhibit c. The phase IrCEs shan 6e ,.irlrir.ato the Participating parties based on each p"ityt profrtionatc share of thetotal amount of capacity reserved. 1tn rhis ;#;[ Rosc oi.i p.ri*,,AGGP 32.4 percenr)
The Partic.ipating Parties shall execute reimburs€ment agreements with tbeDistrict which shall require the District to recover and reimburse to theParticipating Parties on a pro rata basis a pro Rata ptant capacity Fee fromany other non-participating entities which purchase *p..ity?r# rh; ph;*of expansion. These agreemenrs are subject to revieil by alt participatingparties.
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CONSTRUCTION AND REIMBURSEMENT AGREEMENT
THIS AGREEMENI, made this _ day of , 1994, by and
between ASPEN GLEN GOLF PARTNERS, a California limited partnership, doing business
in Colorado as ASPEN GLEN GOLF PARTNERS, LTD. (hereinafter AGGP) and the
ASPEN GLEN WATER & SANITATION DISTRICT, a quasi-municipal corporation
organized and existing in accordance with the laws of the State of Colorado (hereinafter
District).
WTTNFSSETH:
WHEREAS, AGGP is the o\ mer and developer of the Aspen Glen PUD, a
proposed residential and golf course community, which received zoning approval from the
Garfield County Commissioners on June 29, 1992, in Resolution No. 92{56 and received
subdivision prelirninary plan approval from the Garfield County Commisioners on
December 20, 1993, in Resolution No. 93-l2l (hereinafter said Resolutions are collectively
referred to as the Resolutions of Approval); and
WHEREAS, pursuant to the terms of the Resolutions of Approval, AGGP has
caused the District to be formed; and
WHEREAS, AGGP will fully pay for the construction and installation of the
wastewater collection system and the wastewater treatment plant to the full capacity
necessary to serve the Aspen GIen PUD at build-out, all as set forth in the Service Plan
approved by the Garfield County Commissioners for the District; and
WHEREAS, the parties hereto desire to provide for the construction and
dedication of the wastewater facilities and a mechanism by which AGGP may be entitled
to recapture some or all of its costs associated with the construction of such facilities.
NOW, THEREFORE, in consideration of the keeping and performance of the
mutual promises and covenants contained herein, tbe parties hereto agree as follows:
1. Desien and Construction of Dlstrict Facilities.
L Plant Design. The Distria Service Plan, as approved by Garfield
County, provides for a regional wastewater treatment plant which will be constructed in
multiple phases, with an ultimate total design capacity of 600,000 gallons per day (gpd), or
2,000 EQR (300 gpd = I EQR), and which contemplates wastewater treatment service to
the service area and expanded service area as defined in the Service Plan. Horever, for
purposes of calculations under this Agreemen! and without limiting tbe actual ultimate
capacity of the treatrnent plan! the parties shall assume that the ul"mate capacity of the
plant is 320,000 gpd or 1,066 EQR. The parties agree that Phasc I of the wastewater
treatment plant, as proposed in the District Service Plan. shall have a capacity of 106,800
gpd, or 356 EQR. It is presently anticipated that subsequent phases of the wastewater
treatment plant will be constructed in increments of approximately the same design capacity.
At full build-out Aspen Glen PUD will acquire approximately 638 EQR of treatment
capacity, or 607o of the current assumed design capacity. The parties further acknowledge
that in constnrcting Pbase I of the District's wastewater treatment plant, AGGP will pay for
the constntction and installation of certain common facilities which will benefit all ultimate
users of the plang including both Aspen Glen customers and other non-Aspen Glen
customers.
b. Line Design. The parties acknowledge that the main sewer interceptor
line through the Aspen GIen PUD has been designed and sized in the approved District
Servicc Plan to serve the entire Aspen Glen project at build-oul and in addition, to
accommodate approximately 428 EQR of service to properties outside the Aspen Glen PUD
(such property lying generally to the south of the Aspen Gleo PUD), assuming 70 gpd, three
Persons per EQR, a peaking factor of 2.5 at Aspen Glen, l00Vo occupaDcy, and interceptor
lines nrnning one-half full. The parties agree that such 428 EQR of excess line capacity
shall be available, on a first-come, first-served basis, to any user whose property is capable
of being served by srch District line facility.
c. Plant and Line Construction. In accordance with the approved Service
Plan for the District and the Resolutions of Approval, AGGP will initially fully pay for rhe
construction of Phase I of the wastewater treatment plant as described abore and the main
interceptor line as described above. All such facilities shall be constructed to the design
specifications contained in the appropriate final plat(s) for the Aspen Glen PUD. The
parties hereto shall fully cooperate with each other during the constnrction phases to the
end that said construction is administered, controlled, overseen and accomplished in the
most efficient, cost-effective.and timely manner. Nothing in this Agreement sball be
construed so irs to prevent further agreement between the parties hereto addressing the
control, administration and oversight of construction; provided, honever, that no such
further agreement shall modify AGGP's obligation to fully pay for the wastewater treatrnent
q6tem Decessary to serve tbe Aspen Glen PUD, nor modify the terms and conditions of this
Agreement addressed to AGGP's and the District's obligation to make scwer service
available to customers both within and without the Aspen Glen PUD. Upon completion
of construction of the facilities descnted herein, all of such facilities will be dedicated to
the District and within 30 days thereof, the District shall accept such dedication and title
to the dedicated facilities shall be vested in the District. If appropriate, AGGP shall also
execute a quitclaim deed to the District conveying any interest it has in such facilities and
a bill of sale conveying to the District such facilities free and clear of all liens and
encumbrances. AGGP shall also convey to the District non-exclusive easements necessary
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for the District to maintain, operate, repair, and replace facilities located upon AGGP
properties, as depicted in the appropriati final plat(s) of the Aspen Glen PUD'
Z. Allocatlon of Phase I Tap Rlehts. The right to receive one EQR of sewer
service and wastewater treatment capacity from the District's facilities shall be known as a
"tapn or "tap right.' [n exchange for ionstnrction of the Phase I wastewater treatrnent plln!
"od int.r".ptoi lin., as aforeiaid, AGGP shall be allocated and acquire control of all 356
Lp rights cieated thereby, subject to the prwisions of paragraphs 3 and 4 below'
3. Acqulsltlon of Sewer Servtce bv orf,ners of ProDertYlVlthln Asuen Glen. Any
ownerofp'op.@cnPI.JDsballhavetherighttoobtainsewerservice
for such property by purchasing a tap as prwided in this Agreemenl
e. Amount of Tap Fee. The tap fee for such tap shall b-e in an amount
asestablishedfrom@P,andshallbebaseduponAGGP'sactualcost
of construction of the Phase I treatrrent plant and interceptor sewer line, exclusive of the
Common Element Surcharge as defined in the Exhibits, prorated on a Per EQR basis, plus
interest. AGGP shall estab'lish the tap fee to be charged to property' qvners within Aspen
Glen pUD upoD completion of the constnrction of facilities and dedication thereof to tbe
District and shall pronia" notice of the amount of such tap fe9 to the District Tbereafter,
AGGp shall be entitled to adjust the tap fee to be charged property.omers within the
Arp.n Glen pUD Do more than one time annually and shall prwide written notice of such
61oaifi.a tap fee to the District no less than 20 days prior to the date any zuch change goes
into effecl
b. payment of Tap Fee. Prior to receiving servile from the District's
facilities, AGGP rh"llTir. r.."ir"a tt" applicable tap fee from such ProPgrry qesiringlo
tap onto and receive service therefrom. eCCp shall receive such tap fees in either of the
following manners:
i. At the time any customer purchases a lot or residential unit
withio the Aspen Glen PUD, such customer may Pay t^be,gPlicable tap. fee
directly to AGbP as a "prepaid'tap fee. In such event, AGGP wiII prwidg-bo$
the customer and the District with written evidencc that the tap fee was paid' the
amount thereof, and the number of EQR of scrvice zuch customer is entitled to
receive as a result of the payment of the tap fee. Thereafter, such sustomer shall
at any time be entitled to hook up to a-nd receive service from the District without
the payment of any additional tap fee and the District shall be obligated to
provide such service.
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ii. In the event the customer has not "prepaid' his tap fee as
aforesaid, such customer must, prior to receiving service from the District, Pay to
the District the then applicable tap fee for users within Aspen Glen PUD, as
established pursuant to this Agreement, in which case the District shall rebate the
full amount of such fee to AGGP prior to authorizing such customer to hook up
to the District facilities and receive scrvice therefrom.
4. Agouisltlon of Sewer Service bv Ovvners of Prooertv Outslde Asoen Glen
PUD. The parties acknovledge and agree that the District has simultaneously herewith and
may hereafier enter into certain out-of-district sewer service agreemenls. Such agreements
set forth in detail the terms and couditions upon which the District will make sewer scrvicc
available to properties outside the boundaries of the Aspen Glen PUD. AGGP has
reviewed the out-of-district sewer service agreements of even date herewith between (i) the
District and Unioo Oil Company of California and (ii) the District and Jarnes L. Rose, and
does hereby apprwe the same. A copy of said Agreements are anached hereto as Exhibits
A aod B rispeitivety (hereinafter collectivety referred to as the Exhibits). AGGP agrees
that taps from the Phase I plant capacity shall immeidately be available to the Unocal and
Rose properties upon satisfaction of all applicable terrrs and conditions contained in the
Exhibis ind the payment to AGGP by the District of all applicable Common Element
Surcharge, AdjusLd Plant Investment Fee, interest thereon, and Premium, all as more
particularly set forth in the Exhibits. AGGP further agrees that subject to the same
illocation and reservation of capacity restrictions set forth in the Exhibits, it will make taps
from the Phase I plant capacity available to property outside the Aspen Glen PUD other
than the Unocal and Rose properties, upon satisfaction by such properties of all applicable
terms and conditions contained in the Exhibits which are no less favorable to AGGP than
those contained in the Exhibits. It is the intention of the parties that AGGP shall only
make Phase I plant capacity available to properties outside the Aspen Glen PUD upon
receipt of the appropriate Adjusted Plant Investment Fee and Common Element Surcharge,
as thl same arl-defined in the Exhibits, together with the applicable interest thereon and
Prernium. Plant capacity in subsequent phases which is paid for by AGGP or other
Participating Partieg as defined in the Exhibits, shall be available to Don-Participating
partiejrpon payrrent of the Adjusted Plant Investnent Fee, Common Element Surcbarge,
ipplicabie inierest, and Premium, for such subsequent phase, as calculated in accordance
with the Exhibits.
5. Increase of Senrr Plant Capacity. Irrespective of whether any ProPerty
outside the Aspen Glen PUD has purchased capacity from the District sewer plant, AGGP
shall have the right and obligation to request an increase in sewer plant capacity at such
time as the dernands from within the Aspen Glen PUD necessitate the same. At such time,
AGGP agrees that it shall invoke the procedure set forth in paragraph 4 of the Exhibits and
participate in the same; reserving unto itself the right to unilaterally expand the plant to a
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size necessary to serye the needs of the Aspen Glen PUD at build-oul subject to the rights
of reimbursement from the users of any sewer plant capacity it creates.
6. Good Faith. Because of the need for a regional wastewater treaEnent
faciliry, the parties agree to proceed in good faith with the irnplementation of this
Agreement The parties further agree to negotiate in good faith for future financing
constnrction of additional common facilities and sewer plant capacity.
7. Servlce Ptan Inteeratlon. This Agreement and its exhibit shall be
incorporated iu the District Service Plan as though set forth there verbatim.
8. Compllance with State and Federal [aw. This Agreement shall not be
construed to be in violation with the laws of the United States or the State of Colorado, nor
in any mannerwbich adversely affects or diminishes the financingcapabilities of the Districr
9. Enforcement. Specific Enforcement. tn the event of any material failurc by
either party hereto to comply with the terms of this Agreement, the other party shall have
standing to bring suit to enforce compliance herewith. Furthermore, in the eveut of a
breach of this Agreemen! the non-breaching party may seek all remedies available at law
or equity, including specific performance.
lO. Non-merser. Each party's obligations under this Agreement shall be
assignable to any purchaser, transferee, or asignee of the Party's interest, and shall survive
any such conveyance, purchase, transfer, or assignmenl
I l. Attornev's Fees. Each party shall bear its own attorneys' fees incurred in the
negotiation, execution, and implementation of this Agreemenl However, in the event
litigation is necessary to enforce the rights of the parties to this Agreemenl as between
themselveq the prevailing party in such litigation shall be entitled to reasonable attorneys'
fees and costs of suit actually incurred.
LZ. Comptete Aereemenl Amendment. This Agreemen! together with its
exhibits, constitutes the entire and complete agreement between the partieq and any
modificatio6 or amendment hereto shall be evidenced by a writing signed by both parties
13. Blndlne Effect. This Agreement shall be binding upon and inure to the
benefit of the partieq their hein, successors, Sraotees and assigns.
14. Authoritv. Each person executing this Agreement represenb and warrants
that he has been duly authorized by the party which he purports to rePreseDt to execute this
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Agreement, and has authority to bind said party to the terms and conditions of this
Agreement.
15. Governing [^aw. This Agreement shall be construed under the laws of the
State of Colorado.
16. No V9aiver. No provision of this Agreement may be waived except by an
agreement in writing signed by the waiving party. A waiver of any term or provision shall
not be construed as a waiver of any other term or prwision.
17. Headinss. The paragraph beadings in this Agreement shall not be used in
the constnrction or iorcrpretation hireof, as they have no substantive effect and are for
convenience onty.
18. Sevcrabilitv. If any part or section of this Agreement shall be found void
or invalid by a court of competent jurisdiction, such findings shall not effcct any remaining
part or r..iioo, and said remaining parts-or sections shall continue in full for and effect.
the parties shall renegotiate in good faith any matter addressed by a part or section that
is found void or inralid-
19. Notice. All notices required under this Agreement shall be in writing and
shall be hand delivered or sent by registered or certified mail, return receipt requested,
postage prepaid, to the addresses of the parties terein set forth. All notices so given shall
be consid.rld .ff..tive 72 hours after deposit in the United States Mail with the proper
address as set forth below. Either party by notice so given may change the address to which
future notices shall be sent-
Notice to:Aspen Glen Golf Partners
555 East Durant
Suite 4A
Aspen, CO 81611
l-awrence R. Green
Delaney & Balcomb, P.C.
P.O. Drawer 790
Gleowood Springs, CO 81601
Aspen Glen Water & Sanitation District
With copy to:
Notice to:
With copy to:
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( L\t 01 r- - t
ASPEN GLEN WATER & SANITATION DISTRICT SERVICE PI.AN
January 31, i99{
Pursuant to the provisiona of C.R.S. 32-1-204(4), the
following provieion shall be incorporated into the Service Plan for
the Aspen Glen ltat,er & Sanitation Dietrict:
Nothing contained in thie Service PIan, including without
Iimitation, the powere of the AGWSD enumerated in part rr-D, shall
be in derogation of the District's responsibility to obtain
approval from the Board of County Commissioners of Garfield County
of material modifications to the Service PIan as set forth in
C.R.S. 32-L-207 r EB the same exists or may hereafter be amended.
Any deviation from the requirement that aII effluent shall receive
tertiary treatment shall be considered a material modification of
the service PIan requiring approval as provided in c.R.S. 3Z-L-207.