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<br />e <br /> <br />EXHIBIT "A" <br /> <br />e <br /> <br />Turner Collie (fJBraden Inc. <br /> <br />Engineers · Planners · Project Managers <br />September 4, 1997 <br /> <br />p.o. Box 130089 <br />Houslon. Texas 77219-0089 <br />5757 Woodwav iiOS7-l599 <br />713 780-.1100 <br />Fax 713 780-1)838 <br /> <br />Mr. John Joerns <br />City of La Porte <br />604 West Fairmont Parkway <br />P. O. Box 1115 <br />La Porte, Texas 77572-1115 <br /> <br />Attention: <br /> <br />Mr. Douglas K. Kneupper, P.E. <br />City Engineer <br /> <br />Re: Proposal for Preliminary Engineering Services <br />for a Sanitary Sewer Trunk Main and Lift Station Facilities <br />to Serve Undeveloped Areas Adjacent to the Weems Tract <br />TC&B Job No. 13-01997-999, Task 0009 <br /> <br />Gentlemen: <br /> <br />Turner Collie & Braden Inc. (TC&B) is pleased to submit this proposal to perform <br />preliminary engineering services relating to the design of a Sanitary Sewer Trunk Main and <br />Lift Station Facilities to serve undeveloped areas adjacent to the Weems Tract and future flow <br />diversion from the former BaywfUD area. It is our understanding that the proposed <br />improvements will be designed to satisfy the conditions described below. The facilities <br />location and alignment, tract ownership and lift station designations referred to herein are <br />based on the exhibit entitled "Proposed Sanitary Sewer for New Development", provided by <br />the City of La Porte. <br /> <br />1. The proposed trunk sewer will be tied to the existing 21-inch sanitary sewer adjacent to <br />the L.C.B. Park area. <br /> <br />2. The trunk sewer will be constructed along the boundary of the existing golf course and <br />future Weems tract alignment. <br /> <br />3. A lift station facility will be constructed along McCabe which will allow the future <br />abandonment of existing L.S. 12, as well as provide sufficient capacity for future tie-in <br />from L.S. 40. L.S. 40 presently receives flows from the former BayMUD, with <br />discharge to the Gulf Coast Waste Disposal Authority Plant. <br /> <br />4. Existing L.S. 6 and its force main, as well as the downstream discharge sewer, will be <br />analyzed to determine if it can be enlarged to handle the additional flow. It is our <br />understanding that L.S. 6 is located in the road right-ot:way and therefore may require <br />acquisition of property to encompass the improvements. <br /> <br />~ . . .. :1 I I , II" I . II . . . <br /> <br />:: r, .~ I n ~ .~ r i fl ~ ~ '0 :'.:._ i I .~ :1 ~. ': t I'. '0: .'~. . -. , . " . <br /> <br />TEXAS -\USTIN I-DALLAS I FORT I,\ORTH: HOUSTON/RIO GRANDE '. ~.LLEY COlORADO DENVER <br />