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HomeMy WebLinkAbout2001-02-13 WSB AGENDAWATER & SEWER BOARD AGENDA Tuesday, February 13, 2001 PUBLIC WORKS CONF. ROOM 1. MINU TE S OF JANU ARY 9 , 2001 MEETING. (ATT. 1) 2 . SWEDISH EXPANSION -OVERHANG & COLUMN. (ATT . 2) 3 . AMENDMENTS TO HOTEL AGREEMENTS -STA YBRIDGE AND TOWNE PLACE SUITES . (ATT . 3 ) 4. STORMW ATER BONDS 5 . OTHER. WATER AND SEWER BOARD MINUTES JANUARY 9, 2001 A TT. I The meeting was called to order at 5:04 p.m. Members present: Members absent: Wolosyn, Clark, Burns, Cassidy, Otis , Kasson, Bradshaw, Habenicht Higday 1. MINUTES OF THE OCTOBER 20, 2000 MEETING. The Englewood Water and Sewer Board Minutes from the October 20, 2000 meeting were approved. Ms. Bradshaw moved; Mr. Cassidy seconded: Ayes: Nays: Members absent: Motion carried . To approve the October 20, 2000 Englewood Water and Sewer Board Minutes. Wolosyn, Clark, Burns , Cassidy, Otis, Kasson, Bradshaw , Habenicht · None Higday 2. HIGH WATER BILL COMPLAINT-MR. ARKIN -2791 S. LOGAN ST. Mr. Arkin and his daughter Janie appeared before the Board to request a reduction in their high water bill. Mr. Bock and Randy Pierce of the Utilities Department were present to discuss their investigation and answer questions from the Board. The Arkins thanked the Board for the opportunity to present their request and excused themselves. The Board discussed and directed staff to monitor the usage . The bill is to be adjusted at the Director's discretion based upon a shown reduction in usage during the same period next year. 3. ASPEN GROVE -LICENSE AGREEMENT FOR GAS & ELECTRIC. The Aspen Grove L ifestyle Center Properties is requesting a License Agreement for the purpose of constructing telephone , water and electric lines across the City Ditch pipe in the new development to be called Aspen Grove. This will be a retail development that will be part of the Poag & McEwen Chain . The development will be located at approximately 7100 S . Santa Fe Drive on the west side. Easement 1 is for a utility conduit trench for power and telephone conduits. Easement 2 is for a water main to service the area. Both are an approved distance beneath the Englewood's existing City Ditch pipe . Power, telephone and water are all located in S. Santa Fe Dr. and these lines must cross Englewood's City Ditch to serve the As pen Grove development Prior to construction, Aspen Grove replaced the existing open City Ditch line with a 60 " enclosed reinforced concrete pipe to prevent seepage into the future development. Conduits were laid prior to the City Ditch pipe installation to prevent di s turbing the pipe that was installed. Mr. Otis moved ; Mr. Kasson seconded: Ayes: Nays: Members absent: Motion carried. Recommending Council approval of the License Agreement with Aspen Grove Lifestyle Center Properties for cons tructing telephone , water and electric lines across the City Ditch pipe in the Aspen Grove Development. Wolo syn , Clark , Burns, Cass idy , Oti s, Kasson , Bradshaw, Habenicht None Higday 4. ITRON METERING SYSTEM. John Bock appeared before the Board to discuss the ITRON metering system . The proposed system would provide electronic and automatic meter reading capabilities to Englewood's water customers. This would allow a cost-effective method for reading meters and facilitate reading difficult-to-access meters. Englewood's purchase would be in tandem with Denver Water Department's and Public Service Company's conversion , allowing the best price break available. The Utilities Department is recommending a sole source purchase with ITRON because of available local support services and ITRON ' s record of reliable performance, which was investigated by Utilities Department staff. Ms. Otis moved ; Mr. Habenicht seconded: Ayes: Nays: Members absent: Motion carried. To recommend Council approval of the ITRON meter reading system as a sole source purchase. Wolosyn , Clark , Burns, Cassidy , Otis , Kasson, Bradshaw, Habenicht None Higday 5 . TWO STORMSEWER PIPELINE REHABILITATION PROJECTS The Utilities Department conducted an inventory study of the City's storm sewer system and found two storm sewer pipelines in need of rehabilitation. Alternatives to rehabilitation were evaluated and a plan was recommended. The Utilities Department is requesting approval for professional services to prepare a complete set of construction drawings and construction cost estimates for two storm sewer pipeline rehabilitation projects. The first storm sewer pipeline is located in the 1400 through the 2400 blocks of W. Dartmouth. The second storm sewer pipe line is located in the 100 through the 300 blocks of E. Hampden Ave. Both locations have experienced degradation to a level that imminent maintenance or rehabilitation is necessary. The W . Dartmouth pipeline needs immediate rehabilitation since there is no bottom to the pipe. The E. Hampden Ave. pipeline also needs rehabilitation since pipe loss at the invert is extensive enough to impair the structural integrity of the pipe Ms. Otis moved; Mr. Cassidy seconded: Ayes: Nays: Members absent: Motion carried. 5. STORM SEWER BONDS. To recommend Council approval of the Agreement for professional design and bidding services for two storm sewer pipeline rehabilitation projects with Moser & Associates in the amount of $49,830. Wolosyn, Clark, Burns, Cassidy , Otis, Kasson, Bradshaw, Habenicht None Higday Stu discussed upcoming NPDES stormwater permitting that will be enforced in 2003 and other necessary upcoming repairs due to the aging of the existing Englewood storm sewer system. Revenue bond structuring and amounts were discussed. Urban Drainage funding was also discussed to assist in financing some of the projects. 6. BI-CITY CONSTRUCTION. Stu discussed the construction the pending State Permit for the Bi-City Wastewater Treatment Plant that was applied for several years ago. The Bi-City Plant has the capacity to treat 36 mgd, but the existing permit only allows the plant to treat 32. It was noted that if a permit is not granted a moratorium might be necessary. Tap fees will have to be increased for future permitting requirements. Stu wanted to apprise the Board of this possibility. Odors emitting from the Bi-City Plant and possible causes were also discussed. The meeting adjourned at 6: 10 p.m. The next meeting will be held February 13, 2001 at 5:00 p.m. in the Pub lic Works Conference Room. Respectfully submitted, Cathy Burrage A TT. 2 MEMORANDUM TO: Stewart Fonda, Director of Utilities FROM: Bill McCormick!161/e7~upt. -Utilities DATE: February 7, 2001 RE: Swedish Intensive Care Expansion Swedish submitted a request to encroach into our City Ditch Easement for building an addition to their intensive care unit. Their proposed encroachment would involve an overhang and supporting column nece ssary for construction . Swedish has submitted surveys and drawings. I am working with the City Attorney's office to obtain the final encroachment and crossing agreement required by the City . Swedish is scheduled for a Public Hearing on March 5 and it is necessary for the Water Board to decide on this request at their February 13 , 2001 meeting. The final easement and license agreement will be subject to City Attorney approval before they will be submitted to City Council. Upon investigating, Utilities' staff has no objections to the overhang or the column due to the fact that these would not affect ditch operations or repairs. . ' 2 I 6 5ixreenth Street Mall Carte r~=Burgess Denver. Colorad o 80202-513 l 070249 .100.1.0100 February 6, 2001 PROPERTY DESCRIPTION Overhang Phone · 303 .820 .5 240 Fax 303 .820 .2 402 A parcel ofland lying within the easement described in Book 1328 , Page 461, recorded in Arapahoe County Clerk and Recorder's Office on March 30, 1962, located in the Southeast Quarter of Section 34, Township 4 South, Range 68 West of the 6th Principal Meridian, County of Arapahoe, State of Colorado, being more particularly described as follows: Commencing at the Southeast Comer of said Section 34 (Found 1 Yi'' Axle in Range Box); WHENCE the South Quarter Comer of said Section 34 (Found 3 Yi'' alum cap stamped "Colorado Department of Transportation LS 27278") bears S89°33'47"W a distance of 2642.38 feet (basis of bearing -assumed); THENCE N81° 29' 57 ""W a distance of 680.20' feet to the POINT OF BEGINNING; THENCE N21 °40'47"W along the southeasterly line of said Book 1328 , Page 461, a distance of 56.64 feet; THENCE N77°34'4 7"W along the southerly line of said Book 1328, Page 461, a distance of 151.41 feet ; THENCE Nl9°34'17"E a distance of 20.16 feet; THENCE S77°34'47"E along the northerly line of said Book 1328 , Page 461, a distance ofl59.51 feet ; THENCE S21°40'47"E along the northeasterly line of said Book 1328, Page 461 , a distance of 45 .19 feet ; THENCE S20 °30'49"W a distance of 29.78 feet to the POINT OF BEGINNING. Containing 4 ,127 square feet, (0.095 Acres), more or less. Except any portion lying outside the easement described in Book 1328 , Page 461 , recorded in Arapahoe County Clerk and Recorder's Office on March 30, 1962 , being the City Ditch Relocation. Page I of 2 (including exhibit) K :\070249 Swedish\DES Q Overhang.doc 19' 34' 17" E 20.16' South Quarter Corner SE 1/4 Section 34 N 21'40'47" 56 .64' U> ~ ..->. ~b . ..-> - 1.9_ ~~ \ I \ Ls\ 20-30'49" w """ \ 29.78' \ """ \ ~ """\ Book 1328 Page 461 \ ""-\ 03 /30/196 2 \ \"-<t \ \ ~~~ \ \ caJ~~,, \ \ ·~o, "'-4' Section 34.. s 89'33'41' W Hampden Avenue fnd . 3 1/4., Alum . Cap 2642.38' South Line SE 1/4 ...-~-~ _PLS 27278 _ _ (bas is of ~eo~ng -oss umed2_ _Section 34 _ Point of Commencement SE Corner Section 34 Fnd. 1 1 /2" Axle in Range Box GRAPHIC SCALE 1"=40' ';,--I 0 40 80 120 Corter & Burgess Project No. 070249.100.1.0100 Exhibit A Client Proiect No. SWEDISH HOSPITAL OVERHANG EASEMENT Revision Description SE 1/4 S34, T4S, R68W, 6th P.M. County of Arapahoe, CO Drawn dqw IDate 02/06/01 IScole 1"=40' THIS MATERIAL AND ANY ASSOC IATED ELECTRONIC DATA WAS PREPARED BY CARTER & BURGESS FOR THE PROJECT INDICATED. Carter:: Burgess >NY REUSE OR MODIFICATION WITHOUT THE WRITTEN CONSENT OF CARTER & BURGESS SHALL BE AT THE SOLE RISK OF THE USER. 216 Sixteenth Street. Suit~ 1700 o.n-. Colorudo 80202-5131 (JOJ) 620-5240 Far (JOJ) 620-4842 Revision I I Sheet 2 of 2 L Carte r~=B urgess 070249.100.1.0100 February 6, 2001 PROPERTY DESCRIPTION Column 21 o Sixteenth St reet Mail Suire 1 700 Denver, Colorado 80202· 51 31 Phare: 303 .S2'J 5240 C (JX 303 820 2402 A parcel of land lying within the easement described in Book 1328, Page 461, recorded in Arapahoe County Clerk and Recorder's Office on March 30, 1962, located in the Southeast Quarter of Section 34, Township 4 South, Range 68 West of the 6th Principal Meridian, County of Arapahoe, State of Colorado being more particularly described as follows: Commencing at the Southeast Corner of said Section 34 (Found 1 Y2" Axle in Range Box) WHENCE the South Quarter Corner of said Section 34 (Found 3 W' alum cap stamped "Colorado Department of Transportation LS 27278") bears S89°33 '4 7"W a distance of 2642.38 feet (basis of bearing -assumed); THENCE N77°41 '03"W a distance of 823.35 feet to the POINT OF BEGINNING; THENCE N77°34 '47"W a distance of 4.00 feet; THENCE Nl2°25'13"E a distance of 4.00 feet; THENCE S77°34 '47"E a distance of 4.00 feet; THENCE Sl2°25'13"W a distance of 4.00 feet to the POINT OF BEGINNING. Containing 16 square feet, more or less. Except any portion lying outside the easement described in Book 1328, Page 461, recorded in Arapahoe County Clerk and Recorder's Office on March 30, 1962, being the City Ditch Relocation. Page 1 of 2 (including exhibit) \\DENl_FOl\VOLl\JOBS\_SURVEY\070249 Swedish\DESO.columnfinal.doc L LINE BEARING DISTANCE L1 N77"34'4/W 4.00' L2 N12'25'13"E 4.00' L3 S77"34'4/E 4.00' L4 S12'25'13"W 4.00' South Quarter Corner Section 34 s 89"33'41' W SE 1/4 Section 34 Hampden Avenue \ (\ \.._} fnd. 3 1/4:. Alum. Cap 2642.38' South Line SE 1/4 __PLS 27278 _ _ (basis of _E_ea_0ig -assumedl_ _Section 34 _ "' Point of Com~n~m:tnt GRAPHIC SCALE -----0 40 Carter & Burgess Project No. 070249.100.1.0100 Client Proiect No. Revision Description Drawn dqw !Date 02/06/01 I Scale 1'' =40" Carter== Burgess 216 Sixteenth Street, Suite 1700 De,,..,, Colorodo 80202-SIJI (JO.J) 820-5240 Fox {JOJ) 820-4842 80 Revision 1'"=40' I 120 Exhibit A Column Easement SE Corner Section 3 Fnd . 1 1/2" Axle in Range Box SWEDISH HOSPITAL COLUMN EASEMENT SE 1/4 S34, T4S, R68W, 6th P.M. County of Arapahoe, CO THIS MATERIAL AND ANY ASSOCIATED ELECTRONIC DATA WAS PREPARED 13'1' CARTER & BURGESS FOR THE PROJECT INDICATED. ANY REUSE OR MODIFICATION WITHOUT THE WRITTIEN CONSENT OF CARTER & BURGESS SHALL BE AT THE SOLE RISK OF THE USER. I I Sheet 2 of 2 ' :n ! ! j I ! ! ; i l' 1' 1 ? . ) ~ I I I I • • ~ I I ~' I "'. 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I I: ~ ~ ..... d ···--.... , ......... --.-·-------i [---- -- SWEDISH HOSPITAL EXPANSI ON DllLEIOID, CllLQIWIO l I l I I I I =-'111£.-· ....... --~-·- • GOULD TURNER G~OUP, P.C. AAOilTECTS & Pl.ANNElt.S --WMDN:.=':"r:'rwt -· c A IT. 3 T y 0 F ENGLEWOOD February 5 , 2001 Mr. Kenneth J . Geist , Executive Vice President Arapahoe Chester ES Hotel , LLC 1512 Larimer St. Su ite 800 Denver, CO 80202 Re : Revision of the Hotel Sewer Tap Agreement Dear Mr. Giest: Please accept this letter as notificat ion that the City of Englewood will submit to the Water and Sewer Board a proposal to modify the Hotel Sewer Tap Agreement , which pertains to your hotel , Towne Place Suites by Marriott, at 7877 S. Chester St., Englewood , CO 80112 . The proposed modification will change the maximum daily consumption from being based on 100 gallons per occupied room , to 100 gallons per day times the total number of sewer taps purchased under this agreement. In the case of Arapahoe Chester ES Hotels , this is 100 gallons times ninety five (95) taps , or 9 ,500 gallons per day. We think this modification is in Arapahoe Chester's favor as it provides a higher daily maximum than would occur if not all of the rooms are occupied , and because it accurately reflects the real treatment plant capacity that Arapahoe Chester purchased under the Hotel Sewer Tap Agreement. If you have any questions or need assistance , you can call me at 303-762-2643 . ;§Z 'L1~ John Bock Utilities Manager of Administration 1000 Englewood Parkway Englewood, Colorado 80110 Phone 303-762-2635 FAX 303-783-6894 w\vw.c i.e nglewood .co.us c T y 0 F February 2 , 2001 Bass Resources , Inc. Three Ravinia Drive -Suite 2900 Atlanta , GA 30346 Attn: Tom Brettschneider ENGLEWOOD Re: Revision of the Hotel Sewer Tap Agreement Dear Mr . Brettschneider: Please accept this letter as notification that the City of Englewood will submit to the Water and Sewer Board a proposal to modify the Hotel Sewer Tap Agreement , which pertains to your hotel at 7820 Park Meadows Dr ive , Lone Tree , Colorado . The proposed modification will change the maximum daily consumption from being based on 100 gallons per occupied room , to 100 gallons per day times the total number of sewer taps purchased under this agreement. In the case of your hotel , this is 100 gallons times one hundred fifteen (115) taps , or 11,500 gallons per day. We think this modification is in your hotel 's favor as it provides a higher daily maximum than would occur if not all of the rooms are occupied , and because it accurately reflects the real treatment plant capacity that you purchased under the Hotel Sewer Tap Agreement. If you have any questions or need assistance , you can call me at 303-762-2643. Sincere~y , ~ck GO'~ Utilities Manager of Administration 1000 Englewood Parkway Englewood , Colorado 80 11 0 Phone 303-762-2635 FAX 303-783 -6 8 9 4 www.ci .englewood.co.us c T y 0 F ENGLEWOOD February 2 , 2001 Mr. Joseph Bernadina , Senior Vice President Prime Hospitality Corp. P.O. Box 2700 Fairfield, N.J. 07007-2700 Re : Revision of the Hotel Sewer Tap Agreement Dear Mr . Bernadina: Please accept this letter as notification that the City of Englewood will submit to the Water and Sewer Board a proposal to modify the Hotel Sewer Tap Agreement , which pertains to your hotel , Amerisuites Hotel -Park Meadows , 9030 E. Westview Rd., Littleton , CO 80124 . The proposed modification will change the maximum daily consum ption from being based on 100 gallons per occupied room , to 100 gallons per day times the total number of sewer taps purchased under this agreement. In the case of Amerisuites Hotel , this is 100 gallons times one hundred fifteen (115) taps , or 11 ,500 gallons per day. We think this modification is in Amerisuites Hotel's favor as it provides a higher daily maximum than would occur if not all of the rooms are occupied , and because it accurately reflects the real treatment plant capacity that Amerisuites Hotel purchased under the Hotel Sewer T ap Agreement. If you have any questions or need assistance , you can call me at 303-762-2643. Sincer ly , ~OJ ohn Bock Utilities Manager of Administration 1000 Eng lewood Par kway En glewo od, Co lorado 801 10 Phone 303 -762-26 35 FA X 303-78 3-6894 www.ci.englewood.co.us