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Home My WebLink About2015-10-13 WSB AGENDAWATER & SEWER BOARD AGENDA TUESDAY, OCTOBER 13, 2015 -5:00 P.M. COMMUNITY DEVELOPMENT CONFERENCE ROOM I. MINUTES OF THE SEPTEMBER 9 , 2015 MEETING & PHONE VOTE . (ATT . 1) 2 . GUEST: KELLY PICKETT , 3 CARRlAGE BROOK RD., CHERRY HILLS VILLAGE . (ATT. 2) 3. MEMO FROM JOHN BOCK DA TED SEPT. 30. 2015 RE : TEST DRIVE A METER PROGRAM . (ATT. 3) -+. BOARD & COMMISSION APPOINTMENT PROCESS . (ATT. .f) 5. VALLEY SANITATION DISTRICT SUPP. #24 . (A TT. 5) 6. PUBUC ACCESS AT McLELLAN RESERVOIR (ATT. 6) 7. OTHER. ~ Present: Absent: Also present: WATER & SEWER BOARD MINUTES SEPTEMBER 9, 2015 Wiggins, Penn, Oakley, Burns, Moore, Lay Habenicht, Gillit, Olson Tom Brennan, Director of Utilities John Bock, Manager of Administration The meeting was called to order at 5:01 p.m . I?] 1. MINUTES OF THE AUGUST 11, 2015 MEETING. The Board received the Minutes of the August 11, 2015 Water & Sewer Board Meeting. Motion : Moved : To approved the August 11, 2015 Water & Sewer Minutes as written . Penn Seconded : Oakley Motion unanimously approved . 2. JACK DERBY -WASTEWATER TREATMENT BILL-6601 S. STEELE ST . The Board reviewed Mr. Jack Derby's most recent letter disputing his annual sewer bill being paid in advance . The Board received copies of previous correspondence and Water Board rulings on this issue. The City Attorney's office recommended the Board reconsider Mr. Derby's case at one more meeting. If I -I Mr. Derby chooses to pursue the matter after the September 9 meeting, he will be referred to the City Attorney's office. Motion : Moved : To ma i ntain the City's existing policy of billing sanitary sewer accounts in advance . Oakley Seconded: Moore Motion approved unanimously. 3 . GUEST : WALTER SHARP -RAZOR SHARP SOLAR PROPOSAL FOR McLELLAN RESERVOIR . Mr. Walter Sharp appeared to discuss a proposal for a 25 year lease agreement to install solar panels on the North Reservoir at the Allen Filter Plant. The Board received a copy of a memo from Tom Brennan, the Director of Utilities, discussing the advantages and disadvantages of the proposal. Mr. Sharp discussed the process and timetable for the leasing agreement and coordinating the project with Xcel I. It was noted that he had not discussed the project with the State Engineer . The Board expressed concerns regarding aesthetics, cost, maintenance, weather factors, a 25-year lease committment, security issues by allowing access to a secure water facility, being unproven technology and impact on wildlife. Tom Brennan discussed with the Board that this solar installation is the first of its kind in Colorado and that it would be adviseable to delay investing in this technology until a performance record is established. Public meetings that would allow input from adjacent residents would have to be held before considering this project . The Board thanked Mr. Sharp for his presentation and will take it under advisement. Mr. Sharp will be notified of the Board 's decision . Motion : To not pursue the Razor Sharp Solar proposal for the North Reservoir at the Allen Filter Plant. The Board would like to see the system in place elsewhere first. The Board expressed significant concerns regarding the impact of the system on residences adjacent to the reservoir. L -2. Moved : Moore Seconded : Lay Mot ion approved unanimously. 4 . TEMPORARY CONSTRUCTION EASEMENT -FALLS EVENT CENTER - McLELLAN RESERVOIR . The Falls Event Center submitted a Grant of Temporary Construction Easement for building a retaining wall next to their parking lot adjacent to the Mclellan Reservoir property. The easement is necessary for the construction of a retaining wall to allow parking on the side of their building. The area will be re-seeded to return it to the original grassland xeriscape. The Falls Event Center is located at 8199 South park Court, northeast of the Mclellan Reservoir. Motion : Moved : To approve the Grant of Temporary Construction Easement for The Falls Event Center located at 8199 Southpark Court . Burns Seconded : Oakley Motion approved unanimously. ~ 5. CITIZEN ARTICLE ON CURB STOP VALVES & CURB STOP AGREEMENT . The Board received a copy of the article that appeared in the September- October 2015 The Englewood Citizen . The Board also received a copy of the Curb Stop Agreement to be signed when responding to requests to operate the curb stop valve . ~ 6 . RECOMMENDATION TO COUNCIL FOR JOHN MOORE TO FILL KELLS WAGGONER 'S UNEXPIRED TERM. I -3 The Board received a copy of a memo from Clyde Wiggins , Chairman of the Englewood Water & Sewer Board to Englewood City Council recommending that the Wa ter Board alternate, John Moore, fill Kells Waggoner's vacated p e rma ne nt position until it exp i res on February 1, 2019 . Council had approved the recommenda tion at their Sept em ber 8, 2015 meeting . 7 . McLELLAN LAWSUIT . The Englewood City Attorney's office received a summons on September 4 from the Southpark Subdivision claiming leakage and dangerous slope conditions are damaging their common areas near the Mclellan Reservoir . Tom Brennan is preparing a presentation for the October 19 Council Study Session. Wheeler & Assoc. will also be there to discuss the safety of the reservoir. The meeting adjourned at 6:10 p.m . The next meeting will be held Tuesday, October 13, 2015 at 5 :00 p .m . in the Community Development Conference Room . Respectfully submitted , Cathy Burrage Recording Secretary I .... '-/ WATER AND SEWER BOARD PHO:'\E VOTE September 16. 2015 A phone rnte \\as taken from the members of the Englewood Water and Sewer Board for the September 9. 2015 Water Board meeting. Mr. Wiggins moYed: Mr. Moore seconded: Ayes: Members abstained: Members not reached: Nays: Motion carried. To recommend appro\ al of the September 9. 2015 Water and Sewer Board minutes. Wiggins. Moore, Penn. Gillet. Lay. Oakley Burns. Olson. Habenicht None None The next meeting will be held October 13, 2015 at 5:00 p.m. in the Community Development Conference Room. Respectfully submitted. Cathy Burrage Recording Secretary Englewood Water & Sewer Board I -S Englewood Utilities Department Board of Directors. \Ve request relief of the upgrade tap fee for the relocation of the water line for 3 Carriage Brook Road. The project invoh·es a forced relocation of our water line. which runs through an adjoining prope11y. Neither we nor the new O\\ners of the adjoining property (2 Carriage Brook Road) were a\rnre of the location of our \Vater line until n.~cently. The ne\\ O\rners of the adjoining property can·t build their house until our \\ater line is relocated . A.ny ne\\ ulignment that U\ aid s the adjoining prope11: aods significant length and bend s to the water line. It is \\Orth noting that \\e have an unu sual s ituation in that our street (Carriage Brook Road) docs not ha\ ea \\ater main in it . Therefore. we ha\ c to run our \\ater line all the \\ay from the main in the adjoining street. Dahliu Street. \\hich mean s the ne\\ line \\ill be approximately 580 feet \\-hen completed. It is currently 434 fed. Fu11hennorc. Dcm·cr water is requiring a backtlo\\ pt-c\·enter as pa11 of the project. Consequently. the tap size needs to be increased from 314 ·· to I '12 .. in order to maintain the same tlo\\ and \Yater pressure that we have now. !"m including the engineers repo11 for your reference . If you look at the repor1. you \\ill notice a few key points on our project that differ from the engincer·s report: I . The engineers report cal ls for kecpi ng the T \Vat er pi pc size and increasing the tap size from 3/,i .. to 1 ··. When we tried to move forward with these specifications. Den\er Water informed us that in order to install a T water pipe. we needed to install a I y;·· tap and that their standards don·t allow for a 1 ··tap to service a T line. 2. The engineers report depicts an alignment along the north side of lot 2. adjacent to a bridal trail. The current planned alignment actually run s along the north side of Carriage Brook Road and then under our dri\·cway. The reason for this change is that originally it \\as believed that a\·oiding directional boring would save money. but due to issues related to an casement required by owners of lot 2. the directional boring in the already estab li shed utility casement a long the north side of Carriage Brook Road makes the most sense. The t\\O deviances from the Engineering report will not significantly affect the Engineers calculations. as the length of the two alignments arc similar and the pipe size remains the same -only the tap size changes as required by Denver Water Engineering Standards. We would like to point out that there will be no changes to the existing impro\emcnts on our property - no increase in the size of our house. no increase in the number of fixtures. In other words. we will not be using any more water than we use nO\\ and f rn1hcr mention that according to your records \\-e ha\'c ah,ays been at the minimum charge for our se\\·er use . Demer \\ater and the City of Cherry Hills Village have agreed to \\·ai\·e their tap upgrade fees . We arc paying a llC\\ meter and in spection fee to Dem er Water (S 1.196.50) and a relocation fee to the City of Cherr: Hills Village ($5 0 ). Based on the abO\ e information. \\C don ·t belic\e there is am logical or fair rea son for this upgrade fee and hope you \\ill consider \\ai\·ing the fee for this project. Thank vou . ~d~ Kelly Pickett 2 .... l \l ary \'alcncia l 0116 Daniel s Run \\·a : Fairfax. VA 22030 DAVID E. ARCHER & ASSOCIATES, INC. PROFESSIONAL LAND SURVEYORS & ENGINEERS 105 Wilcox Street* Castle Rock , CO 80104 PHONE (303) 688-4642 *FAX (303 ) 688-4675 * karcher@davidearcher com Ma\· 5. 2015 Job '.'\o 15-0 0 11 RE : Water ser>icc capacity for Lot 3. Ol so n Subdi\·isi o n. Dear Mar\: This letter is intended to sho\\ the water demand for the existing residence located on Lot 3 Olson Subdivision and to pro\·e that the proposed r sen·ice line is adequate. In this particular case the existing water ser\icc is feed from a% .. tap to the water main located in South Dahlia Street to a meter and then changes to a r PVC line th at runs from the meter pit to the house ahout 434 feet long. The proposed project will relocate the tap and make it a 1 ·· from the main to the meter and then upsize the line hack to the 2·-. The adequacy of the 2"" line ha s heen questioned and the calculations below \'viii confirm that the 2"" line and 1 ··tap is large enough to adequately sen\~ the existing house. I ha\'e been prO\·ided the fixture count s and in-igati on infomrntion by Mary Pickett. I will be us ing the 2012 Intern ational Plumbing Code to calculate the required line sizes. The flows Identified arc Peak anticipated nows. In addition to the fixtures we ha\'e also heen informed that Dcrl\"er Water will require the installation of a Back.flow Pre\·enter the pres sure loss through is \\ill be taken into account. FIXTURE QUANTITY FIXTlrRE UN IT S TOT AL FIXTURE UNITS Barn Spigot I 5 5 Chicken Waterer* l 0.25 0.25 Sen ice Sink * I 3.0 3 .0 l Io rse Waterer * -+ .5 . 2.0 Water Closet l 2.2 2.2 Dog \\:aterer* I 0.25 0.25 Dish\\ asher l I .4 1.4 Sub Total 9.6 Basement Tub /Shower I 1.4 1.4 2-2 Mary Valencia \1ay 5. 2015 Page 2 of 3 Water Closet La\·atorv I 2.2 2.2 I 0.7 0.7 1 Boiler I 0 0 ! Sub Total -t3 I Main floor I \\.atcr Clo set I .., .., -L-+ ~-- L3\·atory I 0.7 1.4 Bathtub 'Sho\\·er 1 1 .-+ 1.4 Laundry Sink 1 1.4 1.4 Dish\rnsher 1 1.4 1.4 Washing r-..1achine 2 1.4 2.8 Kitchen Sink l 1.4 1.4 Spigot ..., 5 15 _, Sub Total 29.2 l pstairs Bidet l 2.0 2.0 Water Closet ..., 2.2 6.6 _, Lavatory 5 0.7 3.5 Bathtub /Shower 2 1.4 2.8 Shower 1 1.4 1.4 Bar Sink 2 1.4 2.8 Sub Total 19. I TOTAL 62.2 *I assumed the \\aterers arc like a drinking fountain for the chickens and the dogs. I doubled it for the horses. I believe that these arc probably higher than actual. Per Table E 103.3(3) in the 2009 International Plumbing Code 62.2 fixture units is about 33.1 gpm . Per the irrigation system information pnn·idcd the maximum zone has about 716 feet of soaker hose . The soaker hose uses 81 gallons per hour per loo· of length. so the soaker hoses will use about 9.66 gallon s per minute . With the irrigation the total peak dem~:md \\ill he -+2 .76gallons per minute . At that flow rate -+2.76gpm the pressure los s through the 1 ·· tap and meter and about Io· of 1 ·· \\ill he about 11 psi . The required Dem er Water BackflO\\ pre\cnter \\·ill lose another 9psi. The ne\\ T line \\ill run approximatd: 620· and at the tlcrn rate of -+2.76gpm it \\ill lose about 9Jpsi. This pressure loss docs not include any titting lo sses as there \\ill be none bct\\·ccn the backflO\\ pre\ enter and the house . The line \\·ill be installed \\ith b: bending the pipe around the corners . The total pressure loss of the ne\\ line \\ill be about 29.3 psi at the peak flo\\-rak . The attached sketch shO\\·s the anticipated route. 2 -3 I I Mary Valencia :V1ay 5. 2015 Page 3of3 The current water sci\ ice is a Yi .. tap and line to the meter. then r from there to the house. The 3 ~··tap. meter and 25· of % .. serYice line \\ill lo se about 50psi. and the 41 l. of 2·· sen·ice lin~ will lo se about 6 .2p s i at the peak tlo\v rate. The total pres sure lo se of the existing system will be about 56p si at the peak tlo\\ rate . It should be noted that the 3 ,·· metc~r is only rated for a tlO\\ of 30gprn and the head lo ss chart s do not go beyond 30grm so I c:-;tended the chart to 40gpm and assumed the meter head lo ss from there. A.II the assumptions made for the calculations are on the high side meaning the actual tlo\\ \\ill likely be less that the calculated tlo\\S. I do not knO\\. \\·hat the pressure in the main is at this time. The best \\ay to confinn the numbers is to put a gage on a spigot to get a starting pressure then run some fixtures on the existing line and then again on the ne\\. line. I am confident the pressure will be higher \\·ith the nc\\. line. The new line is proposed to be Pure-Core P.R ./P.C. 200psi -SIDR7. This pipe is designed to be used in place of the typical copper scn·ice lines. In my opinion the Pure-Core is an acceptable substitute for the copper. Both products arc \·cry durable. copper is a bit more susceptible to damage during installation . Both products arc corrosion resistant. but in certain soils copper can corrode. The Pure-Core comes in a soo· ro ll and v\il l require one joint bet\\een the end connections. Copper will han~ joints about every 60.and \\ill require about 10 joints . Both will handle expansi\"C soils and differential soils about the same. Please fee l free to contact me if you need any additional information. •"" .... ,,.,,.,. •• o . 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Cherry Hi ll s Village Sanitation Dist ri ct ·~1 ~ ~ARR IA GE L N ~ -....... ~ '.. /BV37 ..l.. --·1 -if§;~ ~:: ~~~ .. ........ , I ., Cherry Hills Village Sanita tion District Ma nhole ..... 4" ..... 12 " Ta p s _____ ..,.. 6" ""'° =:, ..... 15" N ,.. 8" ~ 18 " A ~7· 10 " It> 2 1" 0 100 200 Feet D isclaimer· CH V Sanitatio n District makes no wa rr anty as to the accurancy o f th is map and assumes no res pons ibi lity or liab ility to any use r. Th is map is not a legal d ocu ment. It is i ntended to serve as a graphical representatio n only. .... ... , ·""i ' , ! -~ ii ' ~·\ .... ''t· :'~1 20'CARRIAG E CN ,, ' - -. ~ . .(-.:;·~~· .,. .. ~ ... .~ . -----r--·--.... --.---- ,. .... . . '" -. ' . :7 ' :• ,, ~ ~ --~<( . . . ~ ... -...___. ! _ _,_..,]r.,_ ':. i l ~ 4!H:8' ~ , -' I "'I .._·-I I I C25. 11.17~ Kelly Pickett 3 Carriage Brook ,. ... ... 09-22-2015 :~ \[6,WALD_EN LN ~ ':....)•"., ' ~~~: · ....... .... ~~.h ···.'-. ·.,·i " . .. ..... ,,.,. ' . . ,-.~~~ ;_· • r , ·:-0. '~ , -ta'.. ... ,. '4:._C ~l_'ll<I~\>.~ BROOK RD ~ " .,. ,,._ ...... ~. .... .. -- ~ MEMORANDUM ~~ To : Englewood Water and Sewer Board ~ J,,,_ ~ ~ From : John Bock , Ut i I ities Manager of Administration () lj., / 0 Date: September 30 , 2015 · Subject: Test Drive a Meter Program The purpose of the Test Drive a Meter (TDAM) program is to allow flat rate account people the opportunity to see what their water bills would be like if they were metered . A water meter is installed at the customer 's home at no charge to them and allowed to run for up to a year with quarterly comparison reports sent to the customer. At the end of the year the customer must decide to return the meter and stay flat rate or transfer to the metered rate and pay the City for the meter and its installation . We have run into a situation where a customer has not responded to any of our notices and requests to either transfer to metered or let us come retrieve the meter. The Municipal Code reads as follows : 12-lA-.t: -Meter Requirements. B. When the Cit) deems it to be in the best interest of the cit) and \\ater consumers. the City may require any sc heduled flat rate user to take hi s or her \\ater throu gh a meter at the rates set by the City Council. Whenever a meter is to be used. it sha ll be supp lied b) the Cit). A 11 meters for ne'' accounts shall be supplied at the cost of the user. In situations where the customer does not respond to the TDAM notices and requests the account will be automat ically converted to metered and the cost of the meter and its installation added to the quarterly water bill. 3 -I Memorandum: To: From: Date: Board and Commission Chairs and Staff Liaisons Eric A. Keck , City Manager 14 September 2015 Subject: Appointment Process The City Council recently studied the process of appointing alternates to the various boards and committees within the City. The result was the creation of a simple policy that the Council would like to see whenever the situation arises where a member steps down from a board or committee and the alternate member is to be appointed. The City Council would like to see the following when an alternate is being recommended to fill the seat of a person who has resigned: 1. Recommendation of the board or committee chair for the alternate to assume a full pos ition. 2. Attendance record for the alternate member's tenure on the board or committee. This information will prove invaluable to the City Council as they deliberate and then vote on the filling of a vacancy on a board or committee through the appointment of the alternate. Thank you for your attention to this process. If you shou ld have any questions or concerns , please do not hesitate to contact me. Lt -I COUNCIL COMMUNICATION Meeting Date: Agenda Item: Subject: Decemb e r 7, 2015 Valley Sanitation District Suppl e m e nt #24 Initiated By: Staff Source: i Englewood Wate r & Sewe r Boa r d Tom Brennan , Director of Ut i lities PREVIOUS COUNCIL ACTION None. RECOMMENDED ACTION The Water & Sewer Board , at their October 13 , 2015 meeting, recommend Council approval of a Bill for an Ordinance approving Valley Sanitation District Supplement #24 . BACKGROUND, ANALYSIS, AND ALTERNATIVES IDENTIFIED The City of Englewood provides sewage treatment outside the City through contracts with numerous connector districts. The area is defined by the natural drainage and extends south and east from Broadway to 1-25 and from Hampden to Lincoln Ave ., excluding Highlands Ranch . By contract, the City of Englewood must approve any additions of land to be served by the districts . These are usually in-fill situations that are within the area it has committed to serve . Adequate capacity has been provided in the treatment plant to accommodate all such future inclusions . A request was made by Global Storage , LLC for inclusion into the Valley Sanitation District . Valley Supplement #24 is for an area approximately 4.4 acres. The property currently has a residence on septic that will be rezoned to commercial , and will be tapped into the Englewood sewer system . The legal is attached as Exhibit A. The property is located near W . Union Ave . and S. Decatur St . at 2690 W. Union Ave . FINANCIAL IMPACT None . LIST OF ATIACHMENTS Bill for Ordinance Valley Sanitation District . Supplement #24 Va ll ey Supp . 1124/:h s -/ S CPPLE:\IEST SO. 2 tf TO COS\.ECTOR'S .-\GREE:VIEST f i-l> .\CRI-.E·\[r:\·r. nu~c.' ~r~c! -::::...:t·-:1.'. tntl1 by a'.-.c~ bcI\\,:;:n :t.: C ITY Of E\"G LE\\"OO D. ,t.:~::~; r; ,:r t'.~rw.:;'.~ ir.s l'.Lily etut:-.,~riz ~.J \byor a:i.l'. Cit; Ckrk. hc::-c i;1~~t'tc:-c etlk~! tl~c:: ··C ir::· an1.i \·_\LL EY SA\"IT .\ TI OS n1 :-:;TH.J CT. .-\r:.:r al;o e etnd D oLlgl:~:' Ct -c.c :~'.:c s . Co k't;:-~k:l~. hcr .::1~:1:·:.:r ~·-1:i .:c ! th e "D i..;tr ic t." \\TlS ESSFTf I : \\"I I F:REA S. Ll ll the lg::, day of .-\rril. 1955 th.: City anJ the Di s~rict cnt.:r.:J in to etn .-\gre ern 'nt in ,,·hich the Cir; agrc cJ rv trc :.it Sc.'"' age ori~inat ing fr o m the District 's san iL'.l~y se 1x er s;st c m \iithin the a:-.:J sc r\cci b; the Di strict. wh ic h .-\grecment ,,·a s rcnc\\ed by Connector's Agrcemcn dated . . -\pril 15 . ~013. \\"JI E RE .-\S. sai J Conne ct or's .-\gr.:ernent rrn' iclcs that the Di st r ict nny no t enl arge its sen ice etrea '' ithout the'' ritten cons ent of the Cit;: :--,;Q\Y , THEREFORE. in con s ideration of the mutual CO\\:nants and undertak ings herein set fonh. the par ties agree a s fo l low s : 1. The C ity hereby consents to the i nclus ion of certain addi tional area located in Arapah oe County . Co lor ado. O\\ned by G lobal Storage. L LC and more ful ly desc ri bed o n Ex hi bit A attached here[l) and incorporated herein by reference. into \'alley Sanitation District. The C ity agree s that sai d additional area may be serwd \\ith the sewer facili ti es of the District. and that the C ity will treat the se \Y age discharged into the C ity's trunk lin e fr om said additional ar ea. all in accordan ce \\ith thi: Connector's .-\greement dated . April 18. 1955 and Amended A pril 15. 20 13. Accord ingly . Exhibit A refrrrcJ to in Paragraph I of the Connec tor's Agreemen t dakd Ap ril 18. 195 5 and .-\.mended Apri l 15 . 2013. is he reby amended to inclu de s uch adciitional area . 1 Each and e\·ery other provision of the said Conn ector's Agreement dated April 18. 195 5 and .-\mended .-\pril 15. 2013. shall remain un c hanged. 5-2 { V.-\L IJ 1J1H99<J9 1 } I. • I.\ \\.IT.\E SS \\.HEREOF. the part!;:>S h<ne set t >.c ir !-:~~:-ids and se~·iJs t!1 is .-\l T L S f: CITY CLERh (SL.\L I .-\ TT EST : . ::::o ---------- ---------·--- SECRET .-\RY ( ':i E.-\L l : \ -\L 01)0 I ~%9 l } CITY or [.\CLE\\ 000 BY: .\I.-\ YOR \'Al.LEY S .-\.\IT .-\ TIO.\ DISTRICT , AR.\P.-\IIOE COL'.\TY, COLOR.-\ DO BY: S-3 i I . : i ' •. ) . 1 :-': ':· ! ' '· i' j • ,I . 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' ·~ . : : . ., J:. ij I :· .. • ~ ............ .. • .. . .,;. ...... ~· · ....•. ~ .... ··-· ·- ..... -·~ s -l, c T y 0 F ENGLEWOOD MEMORANDUM TO : Water and Sewer Board FROM: Tom Brennan, Director of Utilities \..i.S DATE : October 2, 2015 REGARDING : Public Access at Mclellan Reservoir To date, there is no official policy on the permitted uses at Mclellan Reservoir. Its primary function is for drinking water storage . It is a working reservoir so the water level varies by season and demand . There are many issues and concerns with opening this facility to the public . To name a few: who will manage th e public access, there are no restrooms or parking facilities , the access road off of County Line Road is right in/right out only, the existing on site facilities will need additional security measures, this site is private property which is not patrolled by the Littleton Police, trash management, liability issues, and impact on neighbors. Allowing public access is not as simple as opening the gate . Staff is requesting that Water and Sewer Board approve an Administrative Policy denying public access and forward to Council for their approval. Co -/ 1000 Engle11 ood Parkwa~ Eng lewood, Colorado 80 110 Phon e 303-/62-2635