HomeMy WebLinkAbout2009-12-08 WSB AGENDAWATER & SEWER BOARD
AGENDA
Tuesday, December 8, 2009
5:00 P.M.
WATER BOARD CHRISTMAS DINNER
NORTHWOODS INN
8109 BLAKELAND DR.
LITTLETON, CO 80125
(GOING SOUTH, TAKE SANTA FE & CROSS C-470, GO 1 BLOCK & TURN
RIGHT AT THE DIAMOND SHAMROCK STATION, GO Yz BLOCK &
TURN RIGHT AT THE RESTAURANT)
1. MINUTES OF THE NOVEMBER 10 , 2009 MEETING . (ATT . 1)
2. GRANULAR ACTIVATED CARBON AGREEMENT. (ATT. 2)
3. 2010 ENGINEERING EXCELLENCE AWARDS-WATER &
WASTEWATER -LEWWTP -PHASE 2. (ATT. 3)
4 . NEV ADA DITCH -STORMWATER IMPROVEMENTS AT NORMANDY
GULCH . (ATT . 4)
5. WATER RIGHTS UPDATE FROM DAVID HILL DATED NOVEMBER 9,
2009. (ATT. 5)
6. OTHER.
WATER AND SEWER BOARD
MINUTES
November 10, 2009
AT T. I
The meeting was called to order at 5 :07 p.m.
Members present:
Members absent:
Also present:
Moore, Cassidy, Wiggins, Woodward,
Oakley, Clark, Higday, Habenicht
Burns
Stewart Fonda, Director of Utilities
Bill McCormick, Operations Supt.
John Bock, Manager of Administration
1. MINUTES OF THE OCTOBER 13, 2009 MEETING.
The Englewood Water and Sewer Board received a copy of the minutes of the October
13, 2009 meeting and approved the minutes of that meeting.
Mr. Higday moved;
Mr. Wiggins seconded:
Ayes:
Nays:
Members absent:
Motion carried.
To approve the October 13, 2009 Water
and Sewer Board minutes, as amended.
Moore, Cassidy, Wiggins, Woodward,
Oakley, Clark, Higday, Habenicht
None
Burns
2. CHARLIE BLOSTEN -CITY OF LITTLETON REGARDING BIKE PATH
ALONG CITY DITCH FROM LEE GULCH TO BELLVIEW.
Charlie Bloston, the City of Littleton Director of Public Works, Bev Bradshaw, with the
South Suburban Parks and Recreation Board and Robert Seams with The Greenway
Team, appeared before the Board to discuss a bike path along the City Ditch right-of-way
in Littleton.
Charlie Blosten outlined the proposed bike/pedestrian trail that would follow the City
Ditch from Lee Gulch to Belleview and connect to the Big Dry Creek Trail. Mr. Seams
presented a PowerPoint presentation showing photos of areas along the proposed bike
trail.
The Board discussed water quality concerns, being that the City Ditch is a drinking water
source for the City of Englewood. Bill McCormick noted that it is possible that this area
of City Ditch could be piped in the future to improve water quality. Piping would enable
the City Ditch to flow in the winter and improve water hardness.
Mr. Bloston discussed possible historic or Open Space funding that may be available .
The Board noted that the ramifications of these loans would have to be investigated
before a commitment could be made.
Mr. Higday discussed piping the entire length of the City Ditch that would be adjacent to
the bike trail before the trail is installed. Discussion ensued regarding funds required for
piping approximately 1/3 to Y2 mile of City Ditch. Other concerns noted were dogs and
e-coli, liability and security issues. Mr. Bloston said that they have had discussions with
Denver Water Department about purchasing temporary water to run in the City Ditch for
irrigation.
Chairman Clark recommended that Englewood staff investigate legal ramifications and
other noted concerns regarding this request and the Board continue discussion at the
January 12, 2010 meeting.
3. MR. PETER HOGENDYKE -REIMBURSEMENT FOR SEWER BACK UP AT
4841 S. PENNSYLVANIA ST.
Mr. Peter Hoogendyke appeared before the Board regarding a sewer backup at his
mother's house at 4841 S. Pennsylvania St on August 20, 2008. The backup was caused
by a blockage in the main.
Englewood contracted with Palace Construction for repair and cleanup, giving them a
letter of pre-authorized services that the City of Englewood would cover. The Board
received a copy of the release signed by the owner, Mrs. Hoogendyke, authorizing
additional cleanup. Palace Construction performed repairs beyond what Englewood had
authorized in the original letter.
Peter Hoogendyke believes that the charges from Palace Construction were excessive and
his mother, being 91 and in ill health, was not aware that additional charges would be
forthcoming, assuming the cleanup was covered by the original contract with Englewood.
Mr. Hoogendyke filed a claim with State Farm, which was denied because the cause of
the damages originated outside the property lines. The Hoogendykes are now being sued
by Palace Construction for the remaining balance.
John Bock provided background information on Palace Construction. At approximately
the same time, the City was obtaining bids for restoration services on a stand-by basis.
Palace Construction was not selected. Mr. Moore noted that the signed release did not
itemize work that was to be completed nor amounts to be charged.
The Board directed Utilities staff to provide support and assistance for the trial on the
homeowner's behalf. The Board will discuss this issue further after a court ruling has
been received.
4 . SHERMAN WATER TANK REHABILITATION.
Englewood's Sherman Tank, a 200,000-gallon water tank, serves the southeast portion of
Englewood. Earlier this year, the tank was inspected, and the beginning of corrosion was
noted. As part of the proposed tank rehabilitation project, the tank exterior and standpipe
will be cleaned, lead-based paint abatement will be provided for the exterior, corrosion
spots welded and repaired, the exterior painted and a cathodic protection system
reapplied. Preventative maintenance measures are necessary to extend the life of the
tank.
Bids were received and Camp Dresser & McKee Engineers recommended acceptance of
the low bidder, H & R Enterprises at $182,384.12. $280,000 was budgeted in the 2010
budget.
Mr. Oakley moved;
Mr. Higday seconded : To recommend Council approval of the bid
for the rehabilitation for priming and
painting the exterior of the Sherman
elevated water storage tank to H & R
Enterprises in the amount of $182,3 84 .12.
Ayes:
Nays:
Members absent:
Motion carried .
Moore, Cassidy, Wiggins, Woodward,
Oakley, Clark, Higday, Habenicht
None
Bums
5. COUNTRY HOMES METROPOLITAN DISTRICT WASTEWATER
CONNECTOR'S AGREEMENT.
Country Homes Metropolitan D istrict submitted a renewal of their connector's
agreement. Sanitary sewer service is provided to districts outside of the Englewood
corporate boundaries through the standard connector's agreement. The
Littleton/Englewood Wastewater Treatment Plant is able to receive and treat sewage
transmitted by various districts .
The Country Homes Metro District has 32 taps and will continue to own the sewer mains
and be responsible for capital improvements and maintenance in its system. The City
Attorney's office has reviewed and approved the standard connector's agreement.
Mr. Habenicht moved;
Mr. Wiggins seconded:
Ayes:
Nays:
Members absent:
Motion carried.
To recommend Council approval of the
Country Homes Metropolitan District
Wastewater Connector's Agreement.
Moore, Cassidy, Wiggins , Woodward,
Oakley, Clark, Higday, Habenicht
None
Bums
6. WATER RIGHTS UPDATE DATED OCTOBER 9, 2009 FROM DAVID
HILL.
The Board received from David Hill, Englewood's Water Attorney, a water rights update
dated October 9, 2009 . Stu di scussed developments in water litigation cases in which
Englewood is involved .
7. ARTICLE FROM OCTOBER 23, 2009 ENGLEWOOD HERALD, "CITY
LEASES A PARCEL OF DOUGLAS COUNTRY PROPERTY."
Stu noted an article that appeared in the October 23 , 2009 Englewood Herald that
discusses an agreement for a car dealership to lease 12.8 acres from the City of
Englewood. When the dealership opens in April, 2011, the City will receive $428,928 a
year for the leased property. The land is located in Douglas County, near the McLellan
Reservoir.
8. REBATES FOR WATERJENERGY SAVING APPLIANCES.
Stu discussed a Council request regarding water/energy saving appliances. The Water
and Sewer Board had previously discussed this issue at their January, 2008 meeting.
Some factors that the Board considered are; 1) that Englewood has enough water to meet
present and future development and enough to lease to Highlands Ranch; 2) significant
water conservation has been achieved without a rebate program ; 3) funding for rebate
programs would come out of wat er revenues and 4) with Englewood's aging sanitary
sewer system higher flows are needed for the system to function properly. Council
received a memo from the Utilities staff outlining these factors.
'
The meeting adjourned at 6:20 p.m.
The next Englewood Water and Sewer Board meeting will be held Tuesday, December 8 ,
2009 at 5:00 p .m.
Respectfully submitted,
Is l Cathy Burrage
Recording Secretary
ATT.2
RE: ATTACHED GRANULAR ACTIVATED CARBON
AGREEMENT
The attached Council Communication is for informational purposes
only to acquaint the Board with the granular activated carbon
system that is being bid. The recommended contractor and amounts
have not been filled in because the agendas had to be distributed for
the Board's review befo r e the bid deadline of December 3, 2009.
After the bids are received, they will then be evaluated and
references checked. The Board will receive a recommendation on
the lowest acceptable bidder at the December 8, 2009 meeting.
Date
January 18, 2010
INITIATED BY
Utilities Department
AT T. 2
COUNCIL COMMUNICATION
Agenda Item Subject
Granular Activated Carbon
Agreement
STAFF SOURCE
Stewart Fonda, Director of Utilities
COUNCIL GOAL AND PREVIOUS COUNCIL ACTION
Council approved the GAC (Granu lar Activated Carbon) lease Agreement with American
Commonwealth Management Serv ices, Inc. (ACMS) at their October 19, 1998 meeting .
Council approved a GAC lease agreement with American Water Resource at their February
22, 2005 meeting ..
Council approved a GAC lease agreement with American Water Resource/A.A.E.T. at their
January 22, 2007 meeting.
RECOMMENDED ACTION
The Water and Sewer Board, at their December 8, 2009 meeting, recommended Council
approval of the GAC Lease Agreement in the amount of$ per filter for five filters.
BACKGROUND, ANALYSIS, AND ALTERNATIVES IDENTIFIED
Seasonal algae events in the Allen Water Treatment Plant's raw water supplies lead to
complaints of musty tastes and odors from Englewood customers. Carbon filters have been
used successfully for effective taste and odor removal. The granular activated carbon
removes the organic and inorganic material which causes the taste and odor problems.
In the past, the GAC media has been leased, but the option of leasing media has been
discontinued by the supplier and, therefore, quotes must be obtained from prequalified
suppliers to purchase the GAC . Carbon will require periodic replacement every 30 to 36
months.
COM compiled a list of three qualified contractors that have the technical capabilities to
analyze the GAC media in case of contamination or wa t er quality issues. Calgon, Norit
Americas and Siemens received "Request for Quote" packets. The selected contractor will
install the GAC and remove, recycle and replace the media at the end of the life cycle. The
media will then be sold back to company to be recycled.
The proposed service contract will phase in a total of five filters, each requiring 2,700 cubic
feet of GAG. Media in filters #5 and #6 will be replaced in 2010, filters #2, #3 and #4 will be
replaced in 2011. The agreement wil l provide labor and equipment for the removal and
replacement, along with GAG testing every six months.
FINANCIAL IMPACT
The
on
agreement will be for$ per month, per filter effective
for a thirty month period. Total yearly cost will be$
LIST OF ATTACHMENTS
Ordinance
Agreement
Contractor Quotes
Minutes
GAC Agreement Ill.doc
CV)
~
t-
<C
Merit Awards
Transportation
URS Corporation
1-25 Reconstruction ... Non-Stop Relief
Longmont, CO
Client: COOT
Small Projects
Drexel, Barrell & Co.
Fruita Reservoir No. 1 Rehabilitation
Mesa County, CO
Client: City of Fruita
Energy
Burns & McDonnell Engineering Co., Inc.
Increasing Generation Capability at Craig UJ
Craig, CO
Client: Tri-State Generation & Transmission
Association, Inc .
Special Thanks to our Sponsors
Platinum Sponsor
Van Gilder Insurance Corporation
Silver Sponsor
Applegate Group, lnc .
Table Sponsors
AECOM Technology Corporation
Richard P. Arber Associates, r nc.
Brown and Caldwell
Bums & McDonnell Engineering Co., Inc .
E M C Engineers, Inc .
Felsburg Holt & Ullevig
Merrick & Company
PBS&J
Terracon Consultants, Inc.
URS Corporation
Outstanding Awards Board Graphics
Presentation
Felsburg Holt & Ullevig
C-470/Alameda Parkway Interchange
Lakewood -Jefferson County, CO
Judging Panel
Major General Steve Abt, U.S. Army, former
CSU Professor of Civil Engineering
Brian Ahrens, Colorado Department
of Water Resources
Stuart Coppedge
AlA/CO President
Taryn Edwards, AGC/CO President
Deb Kleinman, Colorado Chapter of
US Green Building Council
Glenn Lamoree, National Park Service
Mike Lowell , General Services Administration
Master of Ceremonies
Dave Fraser, Fox 31 Chief Meteorologist
ACEC/CO Awards Committee:
Tara Schutter, Applegate Group, Inc., Chair
Denis Beaudin, Beaudin Ganze Consulting
Engineers, [nc.
Fred Berkey, Merrick & Company
Celeste Davis, AECOM
Barb Long, Pinyan Environmental Engineering
Resources , Inc.
Stu Monica!, MKK Consulting Engineers
Erin Perrott, Terracon Consultants, Inc.
Mary Beth Sepper, URS Corporation
Eric Young, E M C Engineers, Inc.
Jennifer Shaw, ACEC/CO Staff Liaison
_,_-.s=~~~·.'r:'-=-.;~·-::.. . .;.,.~.--
~ ---
ACE C
AMERICAN COUNCIL OF ENGINEERING COMPAN IES
of Colorado
2010 ACEC/CO
Engineering
Excellence Awards
Monday November 2, 2009
The ACEC/Colorado Engineering Excellence
Program celebrates engineering achievements
that demonstrate ingenuity and include significant
technical , economic or social advancements. Each
year, ACEC/CO member firms submit their entries
for assessment and judging by a diverse group of
local business, media and industry representatives.
Entries cover categories ranging from research
and studies to structural systems, transportation,
and special projects.
Engineering the Vision
Consulting Engineers -The Problem Solvers
201 O ACECICO Eneineerine Excellence Awards Cateeories and Winners
En~ineerine Excellence Awards
Studies, Research and Consulting Engineering Services
Malcolm Pirnie, Inc.
Innovative Strategies for Radionuclides Rule
Compliance
Colorado (statewide)
Client: Colorado Department of Public Health and
Environment
Surveying & Mapping Technology
Merrick & Company
Levee Certification Using Geospatial Technologies
Wichita, KS
Client: City of Witchita
Environme ntal
URS Corporation
Grou11dwater Cleanup at Spill Site 7-RE. Warren AFB
Cheyenne, WY
Client: AFCEE (DOD)
Water & Wa stewater
Brown and Caldwell
Littleton/Englewood Wastewater Treatment
Plant -Phase 2
Engle wood, CO
Client: Cities of Littleton and Englewood
Water & Wastewate r
Richard P. Arber Associates, Inc.
Crystal Clear Future Alamosa Arsenic
Alamosa, CO
Client : City of Alamosa
Transportation
CH2M Hill, Inc.
Austin Bluffs Interchange at Union Boulevard
Colorado Springs, CO
Client: City of Colorado Springs
Transportation
· Felsburg Holt & Ullevig
C-470/Alameda Parkway Interchange
Lakewood -Jefferson County, CO
Client: Carma Colorado Ltd.
Energy
E M C Engineers, Inc. ·
Revitalizing a Community Landmark
Monte Vista, CO
Client: Monte Vista School District
Honor Awards
Buildingff echnology Syste ms
M-E Engineers, Inc.
Research 2, University of Colorado Denver
Aurora, CO
Client: Fentress Architects in association with
Kling Stubbins
Building/Technology Systems
The RMB Group, Inc.
The LDS Church, Church History Library
Salt Lake City, UT
Cli ent: Church of Jesus Christ of Latter-day Saints
Merit Awards
Studies, Research and Consulting Engineering Services
PBS&J -
Eagle Cou11ty Traffic Incident Management Plan
Eagle County, CO
Client: COOT Region 3
Structural Systems
Terracon Consultants, Inc.
University Village Colorado Retai11ing Wall
Colorado Springs, CO
Client: Kratt Commercial Properties
Water & Wastewater
Ayres Associates
Protecting the Pleasant Valley Pipeline
Fort Co1lins , CO
Client: City of Fort Collins
Water & Wastewater
Burns & McDonnell Engineering Co., Inc.
Fairplay WWTF, New Plant Design
Fairplay, CO
Client: Fairplay Sanitat ion District
Water & Wastewater
Merrick & Company
Water and Sewer Master Programming Services
Lakewood, CO
Client: Bancroft-Clover Water & Sanitation District
Water & Wastewater
Richard P. Arber Associates, Inc.
. £..one Tree Creek Water Reuse Facility Expansion
Centennial, CO
Client : ACWWA
Transportat ion
AECOM Technology Corporation
Woodmen Road Corridor
Colorado Springs , CO
C lient: El Paso County Department of Transportation
Transportation
PBS&J
RidgeGate Parkway and 1-25 Interchange
Lone Tree, CO
Client: City of Lonetree
Transportation
Summit Engineering Group, Inc.
SH 58 Ramp A Flyover Bridge
Golden, CO
Client: Ames Construction, Inc.
+3036286852 AT T.
11-17-09 01 :41PM FROM-Denver Water Plannini
Post-i!O Fax Note 7671
To From
Co .
INTRODUCTION Phone II
Fax~ -763~9 Fax 11
Purpose
The intent of the Normandy Gulch Improvements project is to follow general concepts laid out i an
Urban Drainage and Flood Control Djstrict: (UDFCD) major drainageway planning document py; pared in
1976. A key component of the document stated that the Nevada Ditch should be reconfigured t pass
through a siphon at its confluence with Normandy Gulch.
Site conditions have changed since preparation of that document including:
• Completion of mining operations at Cooley Lake and final grading of that site,
• New property owners and development of the JS property just west of the Nevada Ditch and
,.
• Upstream development to the west that has created additional runoff, thereby causi g several
ditch embankment failures.
WHPacific has been hired by UDFCD to address the existing site conditions, develop site altem tives that
incorporate these conditions, estimate costs, and recommend improvements for the ditch crossin as well
as areas upstream and downstream of the crossing.
WHPacific will proceed wit~ final design of the improvemems after they have been accepted b ·he
project sponsors. We will <ilso complete a LO:tvfR that shows a new floodplain after completion f the
recommended improvements.
Sponsors and Stakeholders
The sponsor of this project is the Urban Drainage and Flood Control District (UDFCD). We co dinated
with several other entities as listed Table 1.
Table 1: Project Sponsors and Stakeholders
UDFCD Laura Kroeger
Avenue, Suite 1 S6B
Denver, Colorado 80211
Engineering Division
City of Littleton Bob Deeds 2255 West Beny Avenue
Littleton, Colorado 80165
JS Len Goldstein
2811 E. Williamette Lane
Greenwood Village, Colorado 80121
Nevada Ditch Jeny Foster 1600 West 12 Avenue
Denver, Colorado 80204
Town of Columbine
Lee Schiller
6412 S. Quebec Street
VaJley Englewood, Colorado 80111
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SSPD Cecily Mui Centennial , Colorado 80121-2913
(303) 483 -7 0 1
Splash Engineering Rich Urbanowsky
885 South Field Street (303) 986·09 Lakewood. Colorado 80226-4110
Wild Plum Farm !tobert Tuck (970)768-1 3 0
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Project Location
Figure 1 shows the project location. The .project is located in Section 30 of Range 68W, Town hip SS .
The crossing at Polo Oub prive is approximatel:r 1;200 feet east of South Platte Canyon Road. :The
project lies within several jurisdictions , including the City of Llnleton, Columbine V ~ey, and apahoe
County.
Figure 1: Project Location
4
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PROJECT BACKGROUND
Normandy Gulch and Nevada Ditch
Normandy Gulch, referred to by UDFCD a.S South Jefferson County Drainage North Basin 610
historic tributary to the South Platte River . The Nevada Ditch was constructed in the l 800's an
follows the west bluff above the South Platte Floodplain . The Normandy Gulch confluence wi
Nevada Ditch is located appro:x.imately 0.6 miles north of Mineral Ave . The present confluence 'th the
South Platte River is approximately 0 .8 miles north of Mineral Avenue .
Normandy Gulch conveys runoff from approximately 1,050 acres into the northwest comer oft e
Columbine Equestrian Center . Polo Club Drive enters the Columbine Equestrian Center from t e west,
midway through the property . A small box culvert at Polo Club Drive conveys flow in Norrnan y Gulch .
This culvert is, however , frequently overtopped. The Center's main horse trail is located at the
Arena, and then it crosses Normandy Gulch on an elevated embankment south of the facility. en the
main horse trail is overtopped, water backs onto the Equestrian Center property. During a large ood and
Nevada Pitch breach, significant headcutting and bank erosion of the Equestrian Center prope
likely occur .
The Nevada Ditch receives runoff from 1,06 7 acres , including the Columbine Equestrian Cent 14.4 acre
Parcel One . We understand that the app roximate maximum capacity of the Nevada Ditch is 40 cfs, with a
normal maximum irrigation flow of 10 cfs . The east bank of the Nevada Ditch frequently ove ops ,
causing breaches of the ditch at several locations. One spill location is opposite of the Nonnan y Gulch
.confluence. Other spill locations include the access bridge site from Hunter Run Lane and resi ential
areas to the northeast including Fairway Lane .
Ditch operators use several flood management practices including shutting down the ditch wh
significant rainfall is expected , opening beadgates to drain the ditch , and manning trouble po·
minimize debris accumulations . When the Nevada Ditch breaches , flooding , erosion and sedi
problems occur on the Wild Plum Fm:n property.
Cooley Lake is a reclaimed gravel pit located at the downstream end of the project. The pit w being
actively mined during the period that the UDFCD Master Plan was prepared in 1974 to 1976.
existing FEMA FIRM 100-year floodplain on the Wild "Plum Fann site reflects site grades th
the 1970's and not srading of the spmway conflguration currently in place .
Master Plan Concepts
The historic practice of discharging drain age water to irrigation canals is fraught with proble s, including
ditch bank breaching, multiple spills, and trans-basin diversions with overflows at uncontroll locations.
In Jilly, 1976, CH2~ Hill completed a report titled "Major Drainageway Planning for South J fferson
5
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County Drainage (SJCD) Notth Basin 6100. and other basins 6100 .5 and 6200" for UDFCD. T e Master
Plan called for separation of the Nevada Ditch flow by constrUcting an inverted siphon that wou d cariy
the irrigation flow under Normandy Gulch. There was no development shown to the east or we t of the
Nevada Ditch. The 1976 Master Plan depicts a 3-to 4-foot vertical drop structure downstream the
Nevada Ditch s·iphon . TI1e sides of the new channel over the siphon were to be benned in orde o contain
the flow . There was no provision for a trail along the Nevada Ditch . The floodplain water surf: ce profile
upstreai_n of the ditch was to be lowered approximately 4.5 feet at the historic Nevada Ditch . rmandy
Gulch was shown to match existing grades at the Wild Plum Farm field to the cast. The Maste Plan
shows a wide "natural" floodplain that would drain to the historic gravel pit operation approx.i tely
1,200 feet downstream and east of the Nevada Ditch. It also shows water joining a shallow po ing area
to the south.
The Columbine Equestrian Center was developed in the l 990's. WHPacific was provided a 19 O's
design document that shows a much larger waterway that corresponds to the "Drainage Easem t" on the
JS property survey. The l 990's design upstream of Polo Club Drive corresponds to the existin channel.
The channel design downstream of Polo Club Drive, however, either was not construci:ed or th previous
owner(s) placed fill in the channel to build the lower parking lot.
Cooley Lake has been created by the reclamation of the gravel pit and the efforts of SSPRD an the City
ofLittleton . The grading of the bank along the South Plane River was changed from that sho n in the
SJCD Master Plan and the 1985 South Platte Master Plan and Floodplain Study.
Project Hydro I ogy ,.
Table 2 presents estimated storm event peak flows . Peak flow estimates are either taken from
master plan or determined by WHPacific as noted in the table.
Table 2: Normandy Gulch Flow Peaks
'! ... ~
Estimated by WHPacific
2 -Year 50% 240 CH2M· Hill 1976 -Master P
5 -Year 20% 570 Estimated by WHPacific
IO-Year 10% 800 CH2M-Hill l 976 -Master P
100-Year )% 1,180 CH2M· Hill 1976 -Master P
500-Year 0.2% 1,400 Estimated by WHPacific
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PROJECT GOALS
The following presents the overall project goals for proposed improvements at the ditch cross g and for
areas downstream:
• Separate Normandy Gulch from the Nevada Ditch
• Provide save and easy access to new channel improvements downstream of the ditch ossing
• Provide a new channel downstrearn of the ditch crossing to convey Normandy Gulch unoff into
Cooley Lake
• Provide a wetlands channel to allow water quality treatment from the ditch crossing t the lake
• Prepare a drainage easement that will contain new channel improvements and the 10 -year event
in the lower reach
• ,.. Minimize sediment transport to Cooley Lake and site disturbance
• Augment constructed wetlands with a 2/3 cfs water right if possible
• Secure easements for drainage and construction
The following presents goals specifi c to the J5 site:
• Provide a safe equestrian and pedestrian crossing of Normandy Gulch just upstream fthe ditch
crossing
• Minimize the visual impact of the crossing by keeping existing trees to the cxrent po sible
• · Maintain a rustic feel to the site by designing new bridges , waterways, and paths to lend with
existing conditions
• Minirni7.e construction disturbance am! construction activities that could disturb hor s
500937 INiERlM RPT .docx
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NORMANDY ASSM09
NEVADA DITCH COMPANY ASSESSMENTS I ;
I
LastName FirstName I Shares 2009
Annual Amount ! Credits
1 Ausfahl Mr. Gary 0.002 0.5000 $620.19
2 Centennial Water & San . Rick Mcloud 0.004 1.0546 $1,308.11
3 Clayton, Jr. Mr. Glen 0.000 0 .1250 $155.05
4 Denver Botanic Gardens c/o Merle Moore 0.002 0.5435 $674.15
5 Denver Water Deparment c/o Chips Barry 0 .511 132.9832 $164,950.32
6 Englewood, City of c/o Stewart Fonda 0.440 114.4111 $141,913 .77
7 Letbetter ·Hildegard 0.000 0.0909 $96 .75
8 Lilienthal Mr. Jack R. 0 .003 0.6667 $838.50
9 Littleton Cemetery Assn . 0.006 1.6250 $2,031 .75
10 Manis Mr. Charles 0.002 0.5000 $620.19
11 Rickman Ms. Patricia D 0.001 0 .2500 $322.50
12 South Suburban Park & Rec. c/o Phil Jacobsen 0 .005 1.2500 $1,548 .00
13 Tuck LL 0 .019 5.0000 $6,192.00
14 Wolf Bruce & Cynthia 0.004 1.0000 . $1,225.50
1.000 260.0000 1 · $322,500.00
;~) ! . ~ .: ·1 Page 1
AT T. 5
BERG HILL GREENLEAF & RUSCITTI LLP
ATTORNEYS & COUNSELORS AT LAW
1712 Pearl Street • Boulder, Colorado 80302
David G. Hill
Partner
Daniel L. Brotzman, Esq.
City of Englewood
1000 Englewood Parkway
Englewood, CO 80110-0110
Re: October Invoice
Dear Dan:
Tel: 303.402.1600 • Fax: 303.402.1601
bhgrlaw.corn
November 9, 2009
dgh@bhgrlaw.com
Enclosed please find our invoices for professional services on water matters for October 1,
2009, through October 31, 2009, in the amount of $37,182.31, with a total for the year of
$402,537.66 .
The amount for this billing cycle on major cases is listed below:
I Name I Amount I No. I
FRICO/United 1999 Appeal $ 17,031.63 712
Chatfield Reservoir Reallocation Project 4,743.25 720
FRICO/United Change and Main Burlington Appeal 2 ,445.32 504 & 722
CCWCD (04CW276) FIDCO 2,587.61 633
Stu Fonda has asked us to provide brief descriptions of the reasons for Englewood's
involvement in all cases which appear on our bills each month, as well as a brief summary of the
work performed by this firm during the month. The following paragraphs contain these descriptions
with respect to the matters reflected on the enclosed invoices:
Introduction. Please understand that this letter is a confidential attorney-client
communication. Please keep it confidential.
Daniel L. Brotzman
November 9, 2009
Page 2
The largest bill for October was the bill for the 1999 Agreement appeal. The 1999
Agreement is the agreement which enables Denver to take an additional 7,400 acre feet per annum
at Strontia Springs because FRICO does not place the 1885 Burlington storage call (but the
Burlington right still fills). During October we received the answer briefs from Denver, FRI CO and
Public Service Company and studied them. We then did extensive work on our reply brief, which
was filed on November 5. We feel that our appellate position is good, although one cannot predict
the outcome, of course.
The next largest bill was for the efforts to solve Englewood's hardness problems, through
negotiations with Denver over Chatfield Reservoir gate closures, a possible settlement of the 1999
Agreement appeal and other Denver cases, and restoring Denver's right to use City Ditch. Those
negotiations are proceeding very well, although they have not come to a conclusion.
Tue next bill is for our combined efforts on the main appeal of the ruling in the FRI CO case.
The efforts are "combined" because one bill reflects the efforts of FRI CO, et al., in the Water Court
to obtain a stay of the Court's order, and one reflects the necessary preliminary work on the appeals
which will be filed with respect to that ruling.
The final bill is for our work in connection with the change of Farmers' Independent Ditch
shares by Central Colorado Water Conservancy District. Tue Farmers Independent rights are senior
to many of Englewood 's "core" rights, and it is important to assure that Central Colorado does not
take more water than that to which the farmers were lawfully entitled. We believed that at the outset
Central Colorado's proposed change would expand the use of the water. After a lot of engineering
work, discovery and negotiations we were able to stipulate t o a decree. The decree lacks some
provisions which we would like to have, but given the budget situation we did not feel the problems
justified the cost of going to trial.
The remainder of the cases are described below.
1. General (#001): This matter is our general file for work not attributable to specific
cases. In some instances, the work is not specific to a particular matter. In other instances, the time
spent on any individual matter is not large enough to justify a separate bill, but the time on the group
of matters is significant. This includes charges related to general calendaring, reviewing various
daily incoming pleadings and correspondence, overall case management and other activities that are
not case specific. It usually includes preparation of many statements of opposition.
2. City Ditch Municipal Use (#166): This matter will encompass the research being
made into the proof of Englewood's entitlement to divert on the 1860 City Ditch decree, which was