HomeMy WebLinkAbout2.0 Engineering Report(970) 945-1004
FAX (970) 945-5948 GORDON MEYER Glenwood Springs, CO 81601
SCHMUESER
ENGINEERS
SURVEYORS
Sr'M
118 West 6th, Suite 200
January 20, 1997
Mr. Mark Bean, County Planner
Garfield County Building, Sanitation
and Planning Department
109 8th Street, Suite 303
Glenwood Springs CO 81601
RE: Site Application for West Glenwood Sanitation District
Dear Mr. Bean:
L.
�' d" iN
Please find attached two site applications that we are submitting to the State Department
of Public Health and Environment. They are requests for approval for additional lift
stations to serve the businesses on the westerly portion of Devereux Road and the future
development on the Gilstrap property. We anticipate that these lift stations will also serve
any future development in the western portion of the Midland Avenue Bypass area.
It is part of the process that you review and sign your approval on the appropriate page of
the applications. We are sending copies of these applications simultaneously to the other
agencies listed in order to expedite this process. We are looking to 'receive approval from
the State in the next six weeks and to start construction by early April on both stations.
We would appreciate your immediate attention to these applications so that we may
submit to the State quickly and thereby achieve our goal.
By way of an overview the West Glenwood Sanitation District is currently seeking to
expand its service area in order to incorporate all new potential development areas within
the West Glenwood area. This enables the District to serve new customers and to keep
any new development from using individual septic systems. These lift stations are a part
of that projected plan. The lift station at the intersection of Devereux Road and Midland
Avenue will bring the businesses located on Devereux Road into the District via a gravity
feed sewer main located along Devereux Road. It is also being situated in order to
accommodate a gravity feed main coming from the Midland Avenue location. While there
are no plans yet on development in this area there is enough demographic information
available to assume that there will eventfully be development and we a re trying to prepare
now in order to accommodate it later.
This lift station at Devereux Road will bring the wastewater from the south side of the
Colorado River onto the north side where it will intersect with the gravity feed main that
will be collecting wastewater from the development on the Gilstrap Property, immediately
adjacent to the West Glenwood Plant. When it reaches Mitchell Creek the wastewater will
need to be conveyed into the plant via the second lift station due to a difference in the
elevations present at the plant and at the Gilstrap property.
January 20, 1997
Mr. Mark Bean
Page 2
We appreciate your time and effort in reviewing this project. If you have any questions
please feel free to contact me and I'd be happy to assist you. Thank you and please return
the applications to me upon your signing them.
Sincerely,
SCHMUESER GOFRDOINI MEYER, INC.
Kate Foster
Staff Engineer
KF:Ic/96103A
cc: Louis Meyer
Scott Leslie
Lee Leavenworth, Esq.
SCHMUESER GORDON MEYER, INC
ENGINEERING REPORT WEST GLENWOOD SANITATION DISTRICT
LIFT STATION #1
Devereux Road Extension
Service area definition including existing population and population projections, flow/loading
projections, and relationship to other water and wastewater treatment plants in the area.
The service area for this lift station is shown on the attached map. It is the small portion
located south of the Colorado River. It encompasses the newly annexed portion of the
westerly section of Devereux Road. It includes the businesses on Devereux Road beginning
with the White Water Rafting Company and ending with Lot 1 which is owned by the City of
Glenwood Springs.
The zoning of this area is strictly commercial. The District has designated a total of 20 EQRs
for this area. This allows for a population, at build out, of 70 people. However, immediately
following the installation of the lift station only 5 EQRs will be utilized. The attached table
shows the stages of development with respect to their projected EQRs of the Devereux Road
annexation as well as adjacent properties.
The lift station in question is being sized in order to accommodate new development within
the area of Devereux Road and the new Midland -Avenue extension commercial district. A
new improvement district has just recently been approved that will aid in the development of
a municipal sewer system for the newly incorporated Devereux Road. The attached table
shows the projected loading, into the West Glenwood Wastewater Facility, of all of the areas
planned for development. The areas listed, with the exception of the Devereux Road Parcel
and the Gilstrap Property, are not part of the West Glenwood Sanitation District as of yet.
Plans are currently in the initial stages in order to annex the Unocal property and the Midland
Avenue Commercial District into the West Glenwood Sanitation District. This is being done
in order to facilitate long range plans and goals as the West Glenwood Sanitation District will
be the servicing treatment plant. The City of Glenwood Springs cannot serve these properties
as they are located uphill of these particular properties.
Proposed effluent /imitations as developed in coordination with the Planning and Standards
Section of the Division.
The proposed effluent limitations are already established at the West Glenwood plant. These
will not be affected by the installation of this lift station.
Analysis of existing facilities including performance of those facilities.
The current West Glenwood plant has a capacity of 375,000 g.p.d. with a current intake of
160,000 g.p.d. for this month. The peak inflows that push the plant into its full capacity
traditionally occur during the summer months. Please see the attached table. Concurrently,
or shortly following this site application, a site application is being filed for the expansion of
the West Glenwood Wastewater Treatment Facility. The plans are to expand this plant to
750,000 g.p.d. The existing plant is prepared to accept the additional Toad from this lift
SCHMUESER GORDON MEYER, INC
station with the understanding that the expansion will be completed long before full loading
from this lift station will show it's impact. Again, please see the attached loading chart. The
additional load at 1:he initial start-up of this lift station would increase the plant's load by .004
MGD or 1.2% of current plant capacity. At final build out the loading would be .17MGD or
22.75% of the planned expanded capacity.
Analysis of treatment altematives considered.
The only alternatives at this juncture are individual septic systems which we like to discourage
at any opportunity. These individual systems already exist on Devereux Road. However with
the installation of this lift station we can take one already existing business and place it on
line immediately. As the remaining properties are developed, they will tie on and finally the
one business with an operating septic system has fifteen years to tie on. At the 15 -year mark
this owner is required to tie on regardless of the condition of his septic system. We are
anticipating that this will happen before the 15 -year time limit is up. It is also not feasible for
the City of Glenwood plant to accept these properties into their service area using the city's
plant on 7th Street.
Please understand that in the event either this lift station or the lift station immediately at the
plant, whose site application is being submitted simultaneously to this one, is not approved
by the state this entire newly developed area will go on individual septic systems. There is
no facility to serve them economically or feasibly with the exception of the West Glenwood
Wastewater Treatment Facility. However, this cannot be accomplished without providing the
necessary equipment. The goal is to make available public sewer systems in order to
economically provide new development the incentive to tap into that system and to not be
inclined toward a private septic system.
This lift station is being sized in order to accommodate future growth on the UNOCAL
property and the Midland Avenue commercial district, both located south of this lift station.
The anticipated development in these corridors could only be served by the West Glenwood
Sanitation District as the Glenwood facility located further south and uphill would not be a
logical site selection for treatment.
Flood plain and natural hazard analysis.
This lift station is located on the high bank south of the Colorado River therefore it is out of
the floodplain as indicated on the attached copy of the appropriate FEMA map.
Detailed description of the selected alternatives including legal description of the site,
treatment system description, design capacities, and operational staffing needs.
The proposed lift station will be a submersible grinder pump, preassernbled to be placed in a
wet well. It will have two pumps with a minimum of 120 gal per minute capacity each. The
motors will be 5 HP each and will pump the wastewater, via a 4" force main, across the
bridge to a gravity feed line on the north side. All of Devereux Road, and any other area to
be served south of the lift station, will have a gravity feed to the station. There are no
additional staffing needs required.
Legal arrangements showing control of the site for the project life.
SCHMUESER GORDON MEYER, INC
The control of the site will be a joint effort between the City of Glenwood Springs and the
West Glenwood Sanitation District. The lift station is to be constructed on the south side of
the Colorado River by the West Glenwood Sanitation District on property owned by the City
known as Lot 1, Resubdivision of Colorado River Industrial Park, according to the plat
recorded February 17,, 1995, as Reception #474591, County of Garfield, State of Colorado,
at a location mutually agreed upon by the parties. Upon conveyance of the Improvements by
the City to the District, the City shall grant to the District a right of way access across Lot 1
for continued operation, maintenance, repair and replacement of the lift station and it's
associated lines. This is all formalized and legalized within the Intergovernmental Agreement
between the City of Glenwood Springs and the West Glenwood Sanitation District.
Institutional arrangements such as contract and/or covenant terms for all users which will be
finalized to accomplished acceptable waste treatment.
All user waste is conveyed to the West Glenwood Sanitation District plant. Users tap into an
existing line and pay a monthly sewer fee. If a sewer line exists within 400' of a structure,
those owners are required to tap into the system. This is a requirement for development
within the West Glenwood Sanitation District. If a line is not within the allotted distance an
owner may request that the District serve them and will be annexed into the District. This
is the particular scenario on Devereux Road. With the inclusion of Devereux Road on the
south side of the bridge any additional development along Midland Avenue will be able to tap
onto the system.
Management capabilities for controlling the wastewater throughout and treatment within the
capacity limitations of the proposed treatment works, i.e., user contracts, operating
agreements, pretreatment requirements.
Scott Leslie is currently the operator in control of the West Glenwood Sanitation District. He
is responsible for the control and maintenance of the entire system. He employs a staff of
two people with two others on call in case of an emergency. This lift station will fall under
his jurisdiction. Management capabilities to run this additional load are in place and adequate.
Financia/ system which has been developed to provide for necessary capital and continued
operation, maintenance, and replacement through the life of the project. This would include,
for example, anticipated fee structure.
Financial responsibility will remain with the West Glenwood Sanitation District. A copy of
the 1997 budget for the district is attached. It illustrates their ability to maintain this lift
station for the life of the station. The funds for initial construction and start-up are being
obtained from the formation of an improvement district and from assessed tap fees. The
maintenance will be funded through monthly user fees with a surcharge for the lift station.
These fees are consistent with the existing fee schedule for the West Glenwood Sanitation
District.
Implementation plan and schedule including estimated construction time and estimated start-
up date.
This construction and implementation are scheduled for Spring of 1997. The line along
Devereux Road is being designed in February, bids to be taken in early March and construction
to start in April. Start up date of the lift station is expected to be in June 1997.
SCHMUESER GORDON MEYER, INC
ENGINEERING REPORT WEST GLENWOOD SANITATION DISTRICT
LIFT STATION #2
Mitchell Creek Location
Service area definition including existing population and population projections, flow/loading
projections, and relationship to other water and wastewater treatment plants in the area.
The West Glenwood Sanitation District has just expanded its service area to include the
western portion of Devereux Road. This particular lift station, referred to as Lift Station #2,
is being planned to accommodate that service area as well as to serve the property
immediately adjacent to the plant. This property is known as the Gilstrap property. This
property is already within the service area of the District as the two attached maps show.
The zoning of the Devereux Road property and its current and projected population has been
covered in the site application for the lift station being labeled Lift Station #1. That application
is being submitted simultaneously with this application.
The projected flows and loading in reference to Lift Station #2 are illustrated in the attached
table. The Gilstrap property is zoned commercial and the projected population is projected to
be 25 EQR's or 87.5 people. Loading to the West Glenwood Plant is small for the first two
years, thereby impacting the plant by only 4,375 g.p.d., or 1.2% of current plant capacity.
Total build out of this project is anticipated at 21,874 g.p.d. or an impact of 2.9% of the
projected expanded plant capacity.
Even in the event that the Gilstrap property is not developed, which is highly unlikely, this lift
station is still necessary in order to pick up the Devereux Road portion of the District. That
loading can also be referenced from the attached tables and the individual site application.
Thereby this lift station is integral to the installation of Lift Station #1. In order to get any
wastewater into the plant from the south side a lift station is needed at Mitchell Creek due
to differences in elevations.
Proposed effluent limitations as developed in coordination with the Planning and Standards
Section of the Division.
The proposed effluent limitations are already established at the West Glenwood plant. These
will not be affected by the installation of this lift station.
Analysis of existing facilities including performance of those facilities.
The current West Glenwood plant has a capacity of 375,000 g.p.d. with a current intake of
160,000 g.p.d. for this month. The peak inflows that push the plant into its full capacity
traditionally occur during the summer months. Please see the attached table. Concurrently,
or shortly following this site application, a site application is being filed for the expansion of
the West Glenwood Wastewater Treatment Facility. The plans are to expand this plant to
750,000 g.p.d. The existing plant is prepared to accept the additional Toad from this lift
station with the understanding that the expansion will be completed long before full loading
from this lift station will show it's impact. Again, please see the attached loading chart.
SCHMUESER GORDON MEYER, INC
Analysis of treatment altematives considered.
The only other alternatives considered at this juncture are individual septic systems which we
like to discourage at any opportunity, especially in light of the type of planned development
on the Gilstrap property. This property is still currently in the planning stages. However, its
growth is commercial. In the next year a convenience station will be built followed perhaps
by a fast food restaurant. Sometime in the future there are currently plans for a motel or
truck stop. These plans are all highly speculative. However, with the servicing of the
Devereux Road businesses (see application for Lift Station #1) we need to plan for the future
and correctly size this lift station.that will be placed at Mitchell Creek.
The Property is already within the District and is requiring service. As the elevations at the
site are below those of the facility, a lift station is necessary in order to service them as well
as the southern properties. As it is also within 400' of an existing sewer facility, it is a
requirement to serve them from that facility. It would be negligent on the Districts part not
to provide service especially given that the property is located along the Colorado River. The
least desirable thing to have happen is to have this property go to individual septic systems.
However in order to serve them, as well as the development to the south a lift station is
needed.
Please understand that in the event either this lift station or Lift Station #1, whose site
application is being submitted simultaneously to this one, is not approved by the state this
entire newly developed area will go on individual septic systems. There is no facility to serve
them economically or feasibly with the exception of the West Glenwood Wastewater
Treatment Facility. However, this cannot be accomplished without providing the necessary
equipment. The goal is to make available public, sewer systems in order to economically
provide new development the incentive to tap into that system and to not be inclined toward
a private septic system.
Flood plain and natural hazard analysis.
This lift station is located above the high water mark of the north bank of the Colorado River.
Therefore it is out of the floodplain as indicated on the attached copy of the appropriate
FEMA map.
Detailed description of the selected alternatives including legal description of the site,
treatment system description, design capacities, and operational staffing needs.
The proposed lift station will be a submersible grinder pump, preassembled to be placed in a
wet well. It will have two pumps with a minimum of 120 gal per minute capacity each. The
motors will be 5 HP each and will pump the wastewater, via a 4" force main, up and under
Mitchell Creek into the West Glenwood Sanitation District Plant.
All of the businesses developed on the Gilstrap property and the southern properties, being
served by Lift Station #1, will be served by this lift station. These properties will gravity flow
into the station and the wastewater will be pumped into the plant. A pump station is
necessary here in order to get below the Mitchell Creek 48" culvert, which is also 8' deep,
and into the plant. The interceptor sewer is too high in order for this gravity feed line to tie
into it. The West Glenwood Sanitation District already has this pump in their possession. The
current staff at the West Glenwood plant can easily handle the additional operation and
maintenance of this station.
SCHMUESER GORDON MEYER, INC
Legal arrangements showing control of the site for the project life.
The control of the site will be maintained by the West Glenwood Sanitation District, as this
area is in the district's boundaries. The lift station will be located on land that is currently
being purchased from the Gilstrap property. A copy of the legal description is attached. Lee
Leavenworth, Esq., the lawyer for the West Glenwood Sanitation District, is currently
drawing up documents to complete this purchase. Therefore the West Glenwood Sanitation
District will actually own the land that the lift station is located on and easements are
therefore unnecessary. The lines being directed into the lift station will be on easements
located in the proposed roadway of the Gilstrap property.
Institutional arrangements such as contract and/or covenant terms for all users which will be
finalized to accomplished acceptable waste treatment.
All user waste is conveyed to the West Glenwood Sanitation District plant. Users tap into an
existing line and pay a monthly sewer fee. If a sewer line exists within 400' of a structure,
those owners are required to tap into the system. This is a requirement for development
within the West Glenwood Sanitation District. This requirement is why this lift station at
Mitchell Creek is being requested. With the District being enabled to serve this property all
businesses will be required by covenants to tap onto the system. These taps are being
provided for with the installation of the infrastructure.
Management capabilities for controlling the wastewater throughout and treatment within the
capacity limitations of the proposed treatment works, i.e., user contracts, operating
agreements, pretreatment requirements.
Scott Leslie is currently the operator in control of the West Glenwood Sanitation District. He
is responsible for the control and maintenance of the entire system. He employs a staff of
two people with two others on call in case of an emergency. This lift station will fall under
his jurisdiction. Management capabilities to run this additional load are in place and adequate.
Financial system which has been developed to provide for necessary capital and continued
operation, maintenance, and replacement through the life of the project. This would include,
for example, anticipated fee structure.
Financial responsibility will remain with the West Glenwood Sanitation District. A copy of
the 1997 budget for the district is attached. It illustrates their ability to maintain this lift
station for the life of the station. The funds for initial construction and start-up are being
obtained from the formation of an improvement district and from assessed tap fees. The
maintenance will be funded through monthly user fees with a surcharge for the lift station.
These fees are consistent with the existing fee schedule for the West Glenwood Sanitation
District.
Implementation plan and schedule including estimated construction time and estimated start-
up date.
This construction and implementation are scheduled for Spring of 1997. The line along
Devereux Road is being designed in February, bids to be taken in early March and construction
to start in April. Start up date of the lift station is expected to be in June 1997.
SCHMUESER GORDON MEYER, INC
JAN -.16-1997 15 10
HIGH COUNTRY ENGINEERING P.02
PROPERTY DESCRIPTION
(LOT 12, GILSTRAP ENTERPRISES SUBDIVISION)
A PARCEL OF LAND SITUATED IN LOT 3 AND LOT 10 OF SECTION 6,
TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE
PARTICULARLY DESQRIBED AS FOLLOWS:
COMMENCING AT TH SOUTHEAST CORNER OF SAID SECTION 6, A B.L.M.
BRASS CAP FOUND ]CN PLACE THENCE N 55°42'27" W 3612.66 FEET TO A
POINT ON THE SOdTHERLY RIGHT-OF-WAY OF INTERSTATE 70, THE TRLTT
POINT OF F3FCTNN1NG; THENCE S 79°45'30" E ALONG SAID SOUTHERLY
RIGHT-OF-WAY 286.20 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-
WAY S 33°32'23" W 63.96 FEET; THENCE N 54°12'01" W 43.80 PEET;
THENCE N 70°49'42" W 84.08 FEET; THENCE N 87°39'23" W 91.01 FEET;
THENCE S 63°41'11" W 25.76 FEET; THENCE S 88°25'53" W 21.91 FEET;
THENCE N 04°24'30" E 59.43 FEET TO THF TRUP PUNT OF BROITNNTNG;
SAID PARCEL CONT*INING 0.248 ACRES (10,808 SQUARE FEET), MORE OR
LESS.
January 16, 19971
95035.01
4,',-Igkg,.. "%SW: -
_a 19598
• �.
92i Cooper Avenue • Glenwood Springs, CO 81601
Tcilephone: (970) 945-8676 • FAX: (970) 945-2555
TfITAI P. to
From : I.Jest Glenwood San itato in Dist. PHONE No. : 00 Jan.07 1997 12:31PM Poi
GENERAL FUND BUDGET ](PROPOSED). _
WWI WI Qi,CrM W Mimic's SANITATION DISTRICT
OPERATING BULX4F1:
•
ACTUAL 1996 FJ TIM.
BEGINNING I U,Jo BAIANGF
L
INCOME
SEWER
TAP FEES
TAXES -PROPERTY - REGULA
TAXES - SPEC. OWNERSHIP
PRIOR YEAR TO CURREN
YEAR DATE YEAR
1995 (AUCiU8T 1996
1097
1009
BUDGET
AMOUNI$
168,888 96.419 149,129
48.000 83,000 124,500
55,489 30,316 32.653
3,303 4,955
946 1,410
374 501
INTFRI .s I
O�-ER INCOME
TOTAL INCOME
OPERATING EXP:
ACCOUNTING
ADVERTISING
AUTO EXPENSE
DIRECTOR'S FEES
DUES & SUBSCR.
EMPLOYEE BENEFITS
GAS & OIL
INSURANCE
INTEREST
IAB EXPENSE
LEGAL
MISCELLANEOUS
OFFICE SUPPLIES
RENT - EQUIPMENT
262,177 217.358 313.116
13.315 7.827
11,741
6,409 2.068
1.796 1.295
383
7,101 12.509
6,997 250
160.000
170,000
92,653
8000
1.000
1,V00
372,153
3,099
1097
PROPOSED
72.860
•
160.000 ___..
450,003
94.014
6,000
1/100
12.000
1,943
18.764
200
2.400
2000
200
14.500
3,500
4,908 2.319
8,231
1,141
REPAIRS & MAINT.
SCHOOLS & SEMINARS
SECRETARY
SEWER UNE MAINT.
SLUDGE HAULING
STATE COMP INS.
SUPPLIES
TAXES & LICENSES
TAXES-UNEMPL
TREASURER'S FEES
TELEPHONE & PAGER
UTILIi1ES1
WAGES
1
12
3,874
637
39,798
952
403
30,213
11.233
1,800
TOTAL OPER. EXP.
OPERATING NET
NON -OPER. EXP:
CAPITAL IMPROV.
TOTAL NON -OPER.
3.479
12.000
156
5.862
634
1,103
077
3,161
37.340
93,409
263.588
INCREASE OR
(DECREASE) IN FUND
ENDING FUND BALANCE
2,404
13,116
2,627
8,365
1,954
• 174
1,712
234
3.500
5.000
500
8.793
951
1,400
2,000
652.514
14,000
3,000
2,000
1,000
19,000
15,000
1,655
3,606
19.674
2.627
12,548
2,931
608
1.934
261
912
1,000
X00
5,000
7,500
3,000
14,000
3,000
330
2.901
25.870
60.511
900
4,000
38.505 36.000
158.758
(1,409)
55.099
58.602
55,099
677
97.767 110,000
4.500
5.000
14.000
500
1.000
15,000
500
1,000
5,000
15,000
3,000
14,000
3.000
249.600 243.330
63.517 128,823
677
(58,508)
BOND FUND BUDGET
BEGINNING FUND BALANCE
BOND INCOME
57.926
1,016
300
5,200
3,000
38,000
115,000
100.000
1,016
100,000
62,501
72.509
28,823
BOND EXPENDITURES
ENDING BOND FUND BALANCE
50,089
281,000
371,814
380,000
380,000
(8.386)
64,123
MGG
2,170,000
696.193
1;573,1307-
267,000
1,573.807
1,298,000
542,807
===na.a.GG
2,170,000
596.193
1,573,807
267.000
1.573.807
1.298,000
542,807
From West Glenwood Sanitatoin Dist. PHONE No. : 00 Jan.07 1997 12:31PM pol
GENERAL FUND BUDGET l(PROPOSED) 1_
11701- 01.ENVY09P §rtilfiQS SANITATION DISTRICT
OPERATING EILID0171:
BALANCF
INCUME -.
SEINER F-tt$ 188.688 99,419
TAP FEES 48.000 83.000
TAXES-PROpERTY - REGULA 55,489 30.316
TAXES - BPEC. OWNERSHIP 3,303
INTFRI 046
INCOME 374
1997
ACTUAL 1908 STIM.
PRIOR YEAR TO CURREN 1900 1097
YEAR DATE YEAR BUDGET PROPOSED
1995 (AUGUST _ 1996 AMouN IS ---1• isuor21
TOTAL INCOME
I
OPERATING EXP:
ACCOUNTING
ADVERTISING
AUTO EXPENSE
DIRECTOR'S FEES
DUES & SUBSCR.
EMPLOYEE BENEFITS
OAS & OIL
INSURANCE
INTEREST
LAB EXPENSE
LEGAL I
149.129 160,000
124.600 170,000
32.6b3 22.653_
4,955 6600
1,410 1.000
501 -----270170
72.509
_____....
150.000
450,000
34.G14
6,000
1.000
2.000
262,177 217.358 313.116 372,153 652.614
13,315 7.827 11,741 12,000
200
MISCELLANEOUS
OFFICE SUPPLIES
REI;11- - EQUIPMENT
REPAIRS & MAINT.
6,499 2,066 3,099 2.400
1.796 1,295 1,943 2,000
383 - 200
7.101 12.509 18,764 14,500
. )
_ .
5.997 250 3.500 3.500
SCHOOLS & SEMINARS
SECRETARY
SEWER LINE MAINT.
SLUDGE HAULING
STATE COMP INS.
SUPPLIES
TAXES & LICENSES
TAXES - UNEMPL
TREASURER'S FEES
TELEPHONE & PAGER
UTILITIES
WAGES
14,000"
3,000
2,000
19,000
4.500
4.908 2,319 3.479 5,000 5.000
6,231 12.000 14.000
12 500 500
3.874 1,141 1,712 1,400
637 158 234 1,000
39,796 5.852 8.793 15,000
052 634 951 1.000
403 1,103 1,655
2,404 3,606 5,000
30,213 13.116 19.674 7.500
2,627 2.627 3,000
11,233 8,365 12,548 14,000
TOTAL OPER. EXP.
OPERATING NET
NON -OPER. EXP:
CAPITAL IMPROV.
1.600 1,954 2,931 3,000
• 174 261 330
077 608 , 912 900
3,161 1,934 2,901 4,000
37,340 25.670 38.505 36,000
93,409 60.511 97,767 110.000
1.000
15,000
203.566 158,758 249,600 243.330
-----F-
TOTAL NON -OPER.
INCREASE OR 1
(DECREASE) IN FUND
1
-ENDING FUND BALANCE
1,000,
5,000
15.000
3,000
14,000
3.000
300
(1,409) 58,602 63.517 128,823
55,000 677 1,016 100.000
55,099 677 1,016 100,000
(58,608) 57.926 62,501 28,823
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BEGINNING FUND BALANCE
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BOND EXPENDITURES
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STATE OF COLORADO
Roy Romer, Governor
Patti Shwayder, Executive Director
Dedicated to protecting and improving the health and environment of the people of Colorado
4300 Cherry Creek Dr. S. Laboratory and Radiation Services Division
Denver, Colorado 80222-1530 8100 Lowry Blvd.
Phone (303) 692-2000 Denver CO 80220-6928
(303) 692-3090
June 25, 1997
West Glenwood Sanitation District
0051 U.S. Hwy 6 & 24
P.O. Box 866
Glenwood Springs, CO 81601
RE: Site Application #4323
Garfield County.
Dear Sirs:
Colorado Department
of Public Health
and Environment
The Water Quality Control Division has reviewed and evaluated your site application and supporting
documentation for Liftstation No.1 in the NE1/4 SE1/4 of Section 6, Range 89 West, Township 6,
South of the 6th Principal Meridian and Liftstation No. 2 in the NW'/4 SE'/4 of Section 6, Range 89
West, Township 6 of the 6th Principal Meridian to serve the Devereux Road and Gilstrap Enterprises
Subdivision to discharge to the West Glenwood Sanitation District collection and treatment system.
We find your application to be in conformance with the Water Quality Control Commission's
"Regulations for Site Applications for Domestic Wastewater Treatment Works". Therefore, the site
application is approved with the following conditions listed below.
1. Based upon application information, the system design will be for:
Liftstation No. 1 Peak Daily Flow Capacity - 0.15 MGD
Treatment Processes to be used - Liftstation and forcemain
Liftstation No. 2 Peak Daily Flow Capacity - 0.171 MGD
Treatment Processes to be used - Liftstation and forcemain
Design for values in excess of those contained above or failure to comply with any other conditions
contained herein will render this approval void and another site application will have to be
processed.
2. This site approval will expire one year from the date of this letter if the construction
of the project has not commenced by that date. If expiration occurs, you must apply
West Glenwood Sanitation District
June 25, 1997
Page Two
for a new site approval. Construction is defined as entering into a contract for the
erection or physical placement of materials, equipment, piping, earthwork, or
building which are to be a part of a domestic wastewater treatment works.
3 The design (construction plans and specifications) for the liftstations and forcemains
are hereby approved by the Division.
4. The applicant's registered engineer must furnish a statement prior to the
commencement of operation stating that the facilities were constructed in
conformance with approved plans, specifications, and change orders.
In accordance with Colorado Water Quality Control Commission regulations, this approval is
subject to appeal as stated under Section 2.2.5 (7) of "Regulations for Site Applications for Domestic
Wastewater Treatment Works".
This approval does not relieve the owner from compliance with all county regulations prior to
construction nor from responsibility for proper engineering, construction, and operation of the
facility.
Sincerely,
iv . David Holm
Director
Water Quality Control Division
JDH:RHB
cc: Lois Meyer, P.E., SGM
Mark Bean, Garfield County Sanitarian
Thomas Bennett, Environmental Protection Specialist, WQCD
Dwain Watson, Environmental Protection Specialist, WQCD-Grand Junction
File