p.yl3 a 9 ~. ~ ~/ J ~ COMMISSIONERS' COURT AGENDA REQUEST PLEASE FURNISH ONE ORIGINAL AND NINE COPIES OF THIS REQUEST AND DOCUMENTS TO BE REVIEWED BY THE COURT. MADE BY: Commissioner Williams OFFICE: Precinct Two MEETING DATE: April 13, 2009 TIME PREFERRED: SUBJECT: Consider, discuss and take appropriate action on Kerrville South Wastewater Project, Phase V, and unresolved easement andlor related issues. EXECUTIVE SESSION REQUESTED: (PLEASE STATE REASON) NAME OF PERSON(S) ADDRESSING COURT: Commissioner Williams ESTIMATED LENGTH OF PRESENTATION: IF PERSONNEL MATTER -NAME OF EMPLOYEE: Time for submitting this request for Court to assure that the matter is posted in accordance with Title 5, Chapter 551 and 552, Governmern Code, is as follows: Meeting scheduled for Mondays: THIS REQUEST RECEIVED BY: THIS REQUEST RECEIVED ON: 5:00 P.M. previous Tuesday. All Agenda Requests will be screened by the County Judge's Office to determine if adequate information has been prepared for the Court's formal consideration and action at time of Court Meetings. Your cooperation will be appreciated and contribute towards you request being addressed at the earliest opportunity. See Agenda Request Rules Adopted by Commissioners' Court. /Q,T E ~\ i~ , ~ end. / I ~ ~~ ~/ iF-' ~ ~,/ ~ C / pU~PY o~ THE COUNTY COURT OF KERB COUNTY, TEXAS COUNTY JUDGE 700 Main, Kerrville, Texas 78028 CLERK PAT TINLEY Tel: (830) 792-2211 JANNETT PIEPER Fax: (830) 792-221 S COMMISSIONERS COURT E-mail: commissioners@w.kerr.tx.us COURT COORDINATOR H.A. uBUSTER~ BALDWIN, PCT. Z JODY GRINSTEAD WILLIAM H. WILLIAM, PCT. 2 JONATHAN LETZ, PCT. 3 BRUCE OEHLER, PCT. 4 January 27, 2009 Mr. Maxwell Higgins P.O. Box 74112 San Clemente, CA 92673 Re: Kerrville South Wastewater Project Oak Grove MI-iI' Easements Dear Mr. I-Tiggins: This acknowledges receipt of your letter dated December I5, 2008, in which you denied Kerr County's request for a blanket easement for lateral connections to the sewer main on Wood Drive for serving residences on Ranchero Road. Subsequent to your letter, I met with our engineer to determine other options for accessing the sewer main line that may be more acceptable to you. Enclosed are three alternatives prepared by our engineer. They are: Alternative 1. Utilize the existing utilities easement that lies between Oak Grove MI3P and the back of the Ranchero Road properties. Comment: This easement is available to the County to use for this purpose. However, there are several impediments throughout the easement that make it impractical and too costly to use. Alternative 2. Acquire separate easements from Oak Grove MHP as defined on the drawing instead of a blanket easement as first discussed. Comment: This is a workable alternative with the only difference being individual easements narrowly drawn and defined as opposed to a blanket easement as first discussed. Alternative 3. Reduce the number of lateral lines/easements required to three. Comment: This will require additional laterals connecting multiple Ranchero Road dwellings from their respective properties before joining laterals to the sewer main. We believe alternative 3 will greatly reduce any potential disruption to your property, and as stated before your grounds and roads will be restored to the condition we found them at the beginning of construction. Please advise me how you suggest proceeding so we can resolve this matter to everyone's satisfaction. Sincerely, _' -,._ d3 ~ ~ - ~ ~ ~ ~~ ~~ g ~ ~~ j ~-' »~ ~~ ~, j ~~ s--~ ~ ~, i ~ i~ 7 o ~ ~ ~~ ~~~ _~~ m ~ ~ i ~\~ ~ - -- ~~y m g j A '~ ~ ~ ~ i i, ~ _ ~_, L__- (7 S ~ _ ~~ ~ ;~ ~ n ` ~ ~'• ~> ~ a ;, ~, ~ ~ ID ~ ~, m ` ~ \ ---_-- ~~. r ~ ~ n m ~ I \ z ~ ~ `~ ~ ~ ~ r ~ ;~ ----- s ~~ O ~ ~ ~~~ ~ ~~~ ~~m ~~ ~~~ ~J ~ ~ ~ ~~ ~~ ~~ ~_ ~ '~~ ~~ ~ 8 -- ~-- ~ I ~ ~~~ ~~ ~ ~ 1 _~~ `i ~ o z c ,, D g ~ ~ ~~~ ~ + ~ y~9 f ~ o ~ s m ~ ~ a m "f ~ D "' ~vq, ~~ o~ ~ ,w ~~~ ~ b j V V 0 0 ~` - - ; ~ ~ sn~-an \l ~ + u r ~ ~"aT ~- . ~ n am roc ~ `~ -:. ~~ -- +--r--__ ~~ ~ ~ I ~ ~~ ~ 1 ~ p~ ( ~ ~~~ll i ~, I~ ,~ ~ ~ ~ ~ ~ ~~~' ~-_ ~ _rt_ ~ ~-' ~~t~l~ i i ~. 8 ~ ` ~c '~ -- , , - i~` _--am r 1 I -+ I I _~ I _J I I -f 1 I T I I -®00,;. 0 I I ~l I ~ ~ m ~~~~ ~ ~~~ d~ r.,,\ ,, ~ ~ ~ ~ 1 ~~ r ; _ >~_ ~~ j ~ ~ ~~ ~~~, ~,~' ~ L~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~~~~~ ~~ ~ ~ ~ ~J I ~~~~~ ~ ~~ ~ ~ ~~~ ~ I o ~ ~ ~ ~r ~~ i z ~ ~-~.. ~ z c ~-.~ ~ O O ~ ~ v~^§ ~ ~ % ~ ~ ~ ~ ~ ~ O ~~_ vs" ~ / ~ ~'~ ~v~ ~~ ~ ~~ ~, m~ -~~ ~ ------ ~ `~~ - I i z ~ ~ I ~ '' ~~ ~ ~ ~ ° __ ~, , ~~o ~~ L_J n ~ ~ ~ ' !~"" ~~ ~ ~ ~'~~~ O ~ ~ ~ ~~ ~y~ ~; ~~ ~~~III A ~ ~ <,, I ~ ------ \ \ ~-- f ~ ~ ~ ~~ ~ ~~ ' ~ ,i ~ ~ ~__----~ ~ v f< ` ~~ ~ I ~ ~_~ s ` ~ ~~~ r r ~ ~^ Z ~ `._ i~ ~ m I z ~ \ rn ~ ^' ~ _ ° I I ~I l ~ ~ : m ~ ~~~ ~~ g ~~~~~~~ z 6~ ~ Z I~ ~~~ s s I ~'~~ii \ '~, N ~~, ~~~~ i1 ;1 ~'1 ~h `~ L~ ~- =-r ~__ 1 - ~ _ _S / T ~{ ~~ ~: _~`~~~ J1 \ J ~ I ~ 1 ~ ~ ~: ~ I ~ ~ ~'~ ~~ L. ~ I g # ~ ~ C1 ~~ _ ^~~~ ~ ~ 1 o-~J~ ~~__I ~ , ~ ~ ~ ~ ~ ,= I, ., r j ~l ~ ~ Oo i i A - -~~._~ i Z ~ ® '~f *t ~ I ~ ~ / ~ ~A~ ~ _ A ~ t ~ __-- ~$ `, m~ i ~ ~ ~~ . ~~ ~ ~~ _ Z ~i ~~~ I ~ ~/ ~ A ~ ~ ,~' ----- n (~ ~ _~ ~ ~~ v~ ~, ~ '/ ~ i m ~ ~~ ~ n \ ~, ~, i ~~ I i ^~ (~ y i ~ ~ ~• ' L ~ ~ •~I S n = O ~ I ~ ' ___ _____ ~ m ~ `~ -- ~ ~ J ~ ~ i ~-- ~ ~ ~~ .~ ~ 1 ~ ~ ' ~ ` m Z , ~ ~. I - - --- (( l II(~Ij I 1 V l1 ti ( ~- ,~' ti, I ; ~~ ~ _ ~ ~ ~ m ~ ( d ~ ~ j ~ z , m ~ I i ! W 9 ~~ r~ '" ~ ~ v; ,o I I `I I . ~~ ~ r ~ ~~ ~ ~ ~~~~ ~ o ~ 3 pl -i m ~a w VV Page 1 of 2 Bill Williams From: Drozdick, Keller [Keller.Drozdick~tetratech.com] Sent: Tuesday, March 03, 2009 10:33 AM To: Bill Williams Cc: eric@grantworks.net; Regan Lenehan Subject: Kerrville Soutn Wastewater Phase IV, Oak Grove Easement Review Based on the previously available data and the site inspection on February 24th, the following is a summary of the expected issues related to the three proposed construction Options Option 1 Construct main in existing easement This would intall a single 6" main along the length of the existing easement, with lateral connections into the backside of the properties on Ranchero Road. Construction in this would require acquisition of an additional temporary construction easement adjacent to the existing easement. Primary construction problems along this route are the trees and structures in the easement and the existing utilities. Boring does nto appear practical due to the buildings near the easement, so the trees and encroaching structures would need to be removed, either by the owner or by the county. There are currently gas, electric (ovefiead and underground), and water lines in the easement. All these would have to be built around, requiring a significant amount of hand excavation, which would increase the expense of construction and require construction to take much longer than if not present. In addition, the gas and electric service would probably be disrupted for periods to ensure safety, and water service may be subject to intermittent outages as well. it should be relatively easy to service, and would not be expected to need to be replaced or modified at any point. Option 2 Construct three mains in new easements This would install three mains on diagonals from Wood Drive through the MHP in new easements. These mains would extend to the existing easement, where they would then extend down the existing easement and connect to laterals in the back of the lots on Ranchero road, approxmatety 2 or 3 laterals per main. This option would have less construction in the existing easement, but would still have the same issues where the main extended down the existing easement, would be more difficuR to construct and maintain due to bends present, and may require modification or replacement if the development or service layout is changed in the future. There would have to be construction on Wood drive, but it would be limited to partial excavations to tie new mains into the existing main. Option 3. Construct eight laterals in new easements This would install eight laterals on diagonals from Wood Drive through the MHP in new easements. These laterals would extend across the existing easement directly to the back side of the properties along Ranchero Road. The construction advantages here are that they would only have to deal with the existing utilities while crossing the 10' easement, which is much easier to address. Construction along the new easements would generalty be relatively simple, though there are some existing fences that would need to be replaced. There would be construction on Wood Drive as in option 2. The overall advantage to Option 3 is that there is the least overlap with the existing utilities, which will simplify construction and reduce disruption to the residents by reducing the duration of construction, impact to existing trees and structures in the easement, and minimize the potential for water/gas/electricity disruptions. Option 2 is probably the lease beneficial, as it still includes significant construction in the rear easement, though it does avoid some trees and structures in the easement. The primary disadvantage of Option 3 is the new easements required. As discussed on-site, it is possible to construct the easement agreement to allow for later modification of the sewer lines, including abandoning these easements, if future development of the site conflicted with one or more of these easements. 03/03/2009