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Parkwood-AG 860422 accept responsibilities for maintenance and reDiacement cf a drainace ditch located adjacent tc Parkwood ii. Iii. SU."L",kRY DESCP. IPTION OF THE IT-~-~: :.-'-= ....... i%? STA-~F_ REPRESENTAT~--v-~ ( S ) TO AT~ CO~CiL ~T. iNG: ' ':"" :.' ....... "" 'Ed' ~6~'6~' ~:' ~'~ ~{, ~ '-~- .~ ~ ...... ~ . .. · .... , . · . ~r.~ - . .: '- ~ . S~PORT ~~: S~F~D ~ D~ [ ] Vii. DA~ 'S~F~ TO CI~' ATTO~"S OFFICE FOR PP~~TION OF ~ DO~~, O~I~CE, ~SOLUTION, FTC: ..... : .... VIii. FI~C~ ~I~: SO, CE OF ~iNG: ;.Lt~.;.-~--. -.' . E...'.-.-. .. '- -~' '"~-"' -~..-" NON-B~GE~ I~ 'I ] OP~ING ~UDGET I '] -,- . -°~z~ ~s~.~' o~ ~s~ s er~ :~: ) -- · '- ~~ ~ST~ ~ ACCT NO. - - "~O~T ~ OR O%~' B~GET' ~ _ ~. S~~ B~: '" ~'~- D~w~ ~ -':o{~{~'~>~ccr z ' ~-' ITEM 3 eneral / / Homes / x '~ ~ '\ ~: ~ ', -~- ,...,. ,~ .<~ January 27, 1986 ~.:.. Oa,~ g ~ ]~ ..~_~ Coppe~ City Engineer , , City of CoppeE P. O. Box CoppeE, Texas RE: Drainage ditch failure adjacent to the Parkwoo8 E subdivision, CoppeD, Texas Dem- Mr. Power: I am contacting, you regarding the failure of the drainage ditch adjacent to the subdivisions ParRwoo~ E anti Parkwood EL I was diseasing this matter with the board of the CoppeE Municipal Utility District No. 1 ("CMUD") at the 8anua~y 14, 1986 meeting at which you were present. It was my understanding, from the remarks made by Proctor, that you wo~d be the person to contact. I have been attempting to reach you by phone since the meeting; however, I have been ~able to flo so. Briery, the soil supporting the eone?ete pilot channel has eroded ea~ing the channel to co,apse in seve?~ locations. Approximately two h~drefl feet (200') of the pilot ehm~el has been affected. Alley, storm sewer and ~rainage improvements ate ~ flanger of co,apse if action is not taken soon to reetify this pPoblem. The entire channel was desired ~d installed fluting the ~esign and construction' of Par~wood 5eetion One. I have enelose~ the Parkwoo~ E plat showing the location of the failure. I wi~ ma~e myself available at any time to meet with you to dise~s this matter further. Please eon-~et me at yo~ earliest convenience. Skrp ~y'~k ' Pro~ct/Manage~ SH/~ ce: Jeff Hawkins, Pierce Lundsford ~ Associates Tom Wise, Dnivest George Dudley, ThreadgiI]-Dowdey ~ Associates Frank Proctor, Coppe~ City Manager ~',~_ .... _. _.) Wyse, ~,,~,M~----- h~m~ Corporation 15301 D~"las Parlo~'ay. Suite 1020 .t Dallas, Texas 75248 1 (214) 392-9200 February 3, 1986 Mr. Wayne Ginn, P.E. Ginn, Inc. 16135 Preston Road Suite 106 Dallas, Texas 75248 RE: Drainage Ditch failure in Parkwood Subdivision, Coppell, Texas Dear Mr. Ginn: At the request of Mr. Ed Powell, Coppell City Engineer, I am once again contacting you regarding the drainage ditch failure in our Parkwood Subdivision. I would like to meet on-site with you or an engineer from your office by February 11. The purpose of this meeting will be to determine what has caused the present situation. I have collected the soils tests and construction plans associated with the channel and will be able to present them at our meeting. Since there is a risk of losing adjacent improvements-and because of-our-construction schedule-for Parkwood III, I would like to have this meeting at your earliest convenience. I would then appreciate it if your office would contact Mr. Powell regarding your findings from the investigation. I will make myself available at any time convenient for you or your staff. Sincerely Ski Projec~t Mahager SH/jf .... ce: Mr. Ed Powell Mr. Frank Proctor Mr. Jeff Hawkins Mr. Tom Wise Mr. Sam Wyse, III 15301 Dallas Parkway. Suite 1020 ' Dallas, Texas 75°.,48 / (214) 392-9200 ~H, ~exas 7501~ 21~ . 462 - 0022 ,/~'~,,," /~--'"~ The C~ty With A Beautiful Future February 10, 1986 ~ ...' ~ .~ General Homes ~ 15301 Da!las ?arkway Suite z020 Dallas, Texas 75248 ATTENTION: Mr. Skip Hynek, Project Manager SUBJECT: Drainage Ditch Failure Adjacent to Parkwood ii Dear Skip: in response to your letter of january 27, 1986 and our verbal conversation on or about January 27, 1986, tkis is to confirm the City's position in this matter. ~ ~ The City acrees to the severity cf this problem. It appears that it is caused by poor wcr~anship. 2.) The one ~=) year maintenance bond has expired. 3.)it is unreasonable to.expect the Citizens of'~Coppel! to pay for the repairs to a project that is aDDroximateiy ~ _. =, years old. 4.) It is reasonable to expect that General Romes would want to present a better image in their market'ing endeavors than to not repair tkis area of nhe drainage channel that was constructed by their contractor. The City of Coppell stands ready to ===ist you in any way we can, short of asking our Citizens to spend tax dollars for these repairs. Sincerely, -. .... - ......... C~ty ~ng~neer JEP/isg cc: Frank Proctor City.~nager G cnera] omes April 9, 1986 Mr. Ed Powell, P.E. Coppell City Engineer P. O. Box 478 Coppell, Texas 75011 RE: Pilot Channel Failure in the Parkwood Subdivision Drainage Ditch, Coppell, Texas Dear Mr. Powell: I appreciate your help in placing this item on the April 22, Coppell City Council Agenda. I am writing this letter to clarify General Homes position on this matter and to provide members of the Council with a background of our previous discussions. A map of the Parkwood area is attached and the portion of the pilot channel which has failed is highlighted in red. The pilot channel improvements were constructed in April, 1984, as part of the underground utilities construction for Parkwood I subdivision. On September 12, 1984, this construction was approved by Ginn, Inc., the City's Consulting Engineer. At that time, the contractor submitted a one year Maintenance Bond as required by the City. The Maintenance Bond expired on September 12, 1985. During the one year period of the Maintenance Bond, there were no visible signs that the pilot channel was in any ....... . .... danger. During the week of November 25, 1985, I discussed the failure of the pilot channel with Steve Goram, Director of Public Works. He advised me to contact Ginn, Inc., which I did on December 2, 1985. I suggested meeting at the site so that we could determine some solution for the repair of the pilot channel. On December 4, Wayne Ginn asked to be notified of the time of the meeting. On December 18, I contacted Ginn, Inc., and Steve Goram to notify them that a meeting had been scheduled for December 20. Those attending that meeting were representatives from the Coppell Municipal Utility District, ("CMUD'), General Homes, Univest and ThreadgiLt-Dowdey, engineers for General Homes. No one from either the City of Coppell or Ginn, Inc., attended this meeting. On January 6, 1986, I contacted Wayne Ginn and notified him that a meeting did take plaee,--bfft~ha~--~t-was necessary., that representatives from the City be in attendance in order to resolve this matter. Mr. Ginn suggested that we again schedule a meeting. On January 14, 1986, Frank Proctor and you were at the monthly meeting of the CMUD. I was discussing the drainage ditch failure with the CMUD board and later in the meeting Mr. Proctor stated that you were the person I needed to talk with rather than Ginn, Inc. After several attempts to contact you by phone, I wrote a letter on January 2?, 1986. On January 30, 1986, I contacted you at your office after a meeting which was hel~ with the City Manager concerning another unrelated matter. At that time you suggested that I discuss this with Ginn, Inc. _ 15301 Dallas~Parloa'ay. Suite 1020: Dallas. Tex~.~ 75248 / (214) 392-9200 Mr. Ed Powell, P.E. April 4, 1986 Page 2 On February 3, 1986, I wrote another letter to Mr. Ginn asking his office to once again get involved. On February 10, 1986, I met with representatives of Ginn, Inc. at the site. To my knowledge, no significant conclusions were obtained from their office. On February 11, 1986, I received a letter from you stating that the City of Coppen had no responsibility in this matter and that you felt it was "reasonable to expect" General Homes to repair the channel. After further attempts to contact you by phone, I replied to that letter on March 3, 1986, and asked for some basis for your conclusion. In that letter I suggested that staff place this problem before the City Council. I requested a response by March 10, so that General Homes could be scheduled for the March 25 City Council meeting. I found out on March 21 that the City Manager would not allow this matter to be on the March 25 agenda because General Homes had another item on that agenda. At that time I was assured that the drainage ditch would be discussed at the April 8 meeting of the Council. On March 25, Pierce-Lundsford, engineers for the CMUD, wrote you a letter explaining that they felt the digging of a borrow area at the end of the channel may have caused this problem. (Copy of letter is attached). On April 4, I was told that the pilot channel would not be discussed until the April 22 meeting so that the new Council would not have to deal with this problem at their first meeting. It is the understanding of General Homes that after the Maintenance Bond expires, the City of Coppell is responsible for all maintenance and/or repairs which may become necessary to any of the improvements in City-accepted subdivisions. In summary: 1. The design was approved by the City of Coppell; 2. The construction was approved by the City of Coppell; -. 3. The Maintenance Bond -has.expired; 4. These improvements are the property and responsibility of the City of Coppell; 5. The City has permitted a significant physical change in the ditch outfall which has resulted in the present failure of the pilot channel. As you are aware we have been trying to develop our Parkwood III subdivision; however, the CMUD will not allow the utility contractor to commence until some solution has been achieved for repairing the pilot channel. I am sure you are aware of what delays like this can cost our company. We are dependent on the City to assume their responsibility immediately in order that we may proceed with our development. We therefore request that the City Council direct that necessary repairs be made using City forces or resources so that our development will not be delayed any further. Sincerely,, /,. --- Project Manager SK/jf cc: Coppell City Council Members Frank Proctor, City Manager George Dudley, Threadgill-Dowdey & Associates Tom Wise, Univest .... Wayne Ginn, Ginn, Inc. " PIEF:ICF-LUNSFORD ASSLJCIATES, INC. · -- CONS;JLTING ENGINEERS Ref. No. 515342.10 CF EP3216 March 25, 1986 Mr. Ed Powell, P.E. Coppeil City Engineer City of Coppell P.O. Box 478 Coppel 1, TX 75011 Subject: Drainage Channel - Parkwood Subdivision Coppell F..U.D. No. 1 Ccppe!l, Texas Dear Mr. Powell: The drainage channel west of Parkwood Section One and Two has been undergoing a significant amount of deterioration due to erosion at the do~'nstream end:~or the last several months, as you are aware through letters of correspondence from representatives of General Homes, developer and builder for Sections i, VT_~ and -Ii. As District's Engineer for Coppel 1 M.U.D. No. I, Pierce-Lunsford has brought this matter to the attention of Coppell M.U.D. No. 1 Board members because the situation poses potential problems for citizens livin9 in the district, especially immed:-tely adjacent to the channel Bids were opened February 26, 1986 for the Parkwood Section Three utility improvement project. Award of contract is being held up by Coppell M.U.D. until engineering -plans for improvements to handle the anticipated flows in the channel, at ultimate development, are executed and approved by City of Coppell and Coppell M.U.D. officials, and funds are allocated to finance the improvements, it is General Homes .contention that the City of Coppell has some responsibility for these improvements since the drainage easement was dedicated to the city along with platting of the Parkwood i Subdivision and much of the runoff in the channel comes f~om outside drainage areas outside those o~-ned by General Homes. This discussion and the items enclosed are intended to give you a better understanding of the original desion and construction and factors that have led to the current situation. This will enable you to determine what corrective actions are appropriate to remedy the erosion problem. The original channel improvements were constructed under the Pa rkwood Subdivision, Section I utility improvement project. The contract between Lanzo Construction Company and Coppe! ! Municipal Uti!i~y District No. 1, was executed on September 26, ~,,-,R~_I~..-. SUITE 206 3901 W. PIONEER PARKWAY. SUITE 100 DALLAS. TEXAS 7520-' ARLINGTON. TEXAS 76013 Mr. Ed Poweil, ?.E. March 25, 1986 page 2 198~ ~ - ~.' ~ .. ~L,~ e=a~ll i-Dowdy Consu!tino Engineers desiDned the construction plans which were approved by the City of Coppe!l and Coppe!l M.U.D. prior to advertisement for bids. The typical cross-section for the channel includes a 15 foot wide earthen channel with 3:1 side =_lopes . An 8 foot concrete pilot ~ ~a~ ~ing lining wa~ placed in the channel botton at a 0.10% slope s~ ~ at the 3 - span 8'x5' Bcx Culvert at Parkway Blvd. and ending approximately 2,000 lineal feet to the north as shown on enclosed design plan sheets. The pilot channel was required because of the flat slope cf the channel Dottom. From that point, the channel ori_cinally continued with the same cross-section but no concrete lining on a 3.06% grade approximately 255 feet to connect to an existing ditch that discharged directly to Denton Creek, approximately 700 feet to the North. These improvements were completed in April of 1984. Final approval for utility and drainage channel improvements was made by Coppeil M.U.D. No. i, The City of Coppe~ ~ and GINN, Inc in September of ~ 984 The contract for the Parkwood Section ii utilitvo ~m~ ~o~emen+~ project between Coppell M.U.D. and Regional Utilities Contracting Corp. was awarded the same month and construction started up in October of 1984. This project took one year to complete and throughout its duration, no significant erosion was noticed to the channel lining or side slopes. It was not until December of 1985 that it became apparent that the drainage channel was undergoing significant erosion and undermining of about 200 feet of the north end of the concrete lining and channel side slopes. A meeting was attended on December 20, 1986 by representatives of Pierce-Lunsford, General Homes, Wiseco Land Development, Threadgil!-Dowdy to determine the cause and possible solutions to the problem. Your engineer was asked to be there but could not send a representative. Though an exact cause for the problem could not be ascertained, the major contributing factors appeared to be: I. A large vclume of dirt has been excavated from the area immediately downstream of the' - north-end- of the-concrete. -- channel lining to provide fill dirt for The Park Meadow I and ii subdivisions and possibly Other areas to reclaim these areas and raise grades above the 100-year flood elevation. The north end of the channel lining was placed at approximately elevation 452.4. The borrow pit was taken down to about 438.0. This has created a steep hydraulic grade and eddy currents where the channe!_ out fa l ls to the area of excavation, thereby increasing velocities and contributing to erosion cf the Channel. The enclosed plans show how the channel profile has changed in areas of the Mr. Ed Powell March 24, 1986 page 3 channel lining, though I do not have survey verification of the excavation pit grades at this time. 2. The existing channel cut-bank shows layers of different soil types including sand, sandy-clay and clay, some of which appears that it was not natural but was fill material. In addition, there are no signs that side slopes were seeded or hydromulched. Volunteer vegetation was too sparce to protect side slopes. 3. Runoff has increased significantly from contributing drainage areas adjacent to and south of the drainage channel due to commercial and residential growth. It is not known at this time whether actual flows have increased beyond those used for the original design. Because serious erosion was not noticed until recently, it is thought that the excavation of the borrow pit at the outfail of the channel was a major contributor to the erosion problem. Coppe!l M.U.D. was not given the opportunity to review proposed trading plans for the borrow area, nor to have any input into design of a lined channel, drop structure or other improvements to control erosion. A concrete drop structure with baffles was placed to handle storm water in earthen channel west of Parkwood I Subdivision when a similar borrow pit was excavated, and that channel does not appear to be suffering from the type of erosion as the channel through Park'wood;' With rainfalls normally anticipated this time of year, erosion to the existing channel will get more severe and costs for repairs are sure to escalate. Work on fully lined open channels, box culverts and off-site drainage improvements are not M.U.D. sponsored items as are on-site utilities as set forth by the Texas Water Commission criteria. They are therefore not bid as part-of M.U.D. utility improvement projects. Coppell M.U.D. is, however, concerned with the overall development of areas within the district an~ citizens living in the district. Please review these enclosure~ and your records so that this situation can be remedied as soon as possible. Your help and consideration in resolving this matter is appreciated, i will be happy to meet with you in your office or Mr. Ed Powell March 25 page 4 at the channel site at your earliest convenience if you feel it will be beneficial. Sincerely Yours, PIERCE-LUNSFORD ASSOCIATES, INC. Jeffrey M. Hawkins JMH/DB cc: Coppell M.U.D. Board Members Mr. Tom Wise, Univest Mr. Wayne Ginn, Ginn, Inc. 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