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NL Cypress-CS111027201t- 10.310928 >> Fix P 1J1 October 13, 2011 Revised October 19, 2011 Revised October 2T, 2011 Mr. Sam Ramsey Hackbelt 27 Partners, L.P. 1218 Chandler Circle Prosper, TX 75478 Re: L edie Tract Development Coordination — NEC of Bait Line Read and lHackberry Road Dear Mr. Ramsey: As you develop your property in Coppell, which is adjacent to Billingsley Company's property in Dallas, Billingsley has requested the following provisions as it affects Billinpley Company's. If you agree with these provisions, please sign the acceptance block below and return to me: Storm Drainase: It i4 understood that the Leslie Tract plans to drain storm water onto Billingsley's property to the north. The Leslie Tract development shall: I. Detain all developed drainage flows to match current undeveloped conditions. 2. Relau concentrated detained drainage flow, calculated to be 85 cis, at the northeast corner of the Leslie Tract (see attached Exhibit A). 3. It K- recokmized that temporary grading will be required on the Billingsley property to accommodate that flow, but note that a permanent easement is not anticipated. You shall comply with the following: a. Construction will be for grading purposes only. You will provide appropriate erosion control and restoration of disturbed property. b. The temporary grading will follow the limits of grading and the amount of grading as shown on the Pacheco Koch Consulting Engineers plan dated September 49, 2011 (see attached Pacheco Koch plan). c. You will also contact James Lockridge at (214) S00 -4871 prior to construction to assist in the protection of livestock on Billingsley property. d. You will provide temporary fencing during construction adequate to control livestock. e. Your will provide full restoration of the property fence after coordination with James Lockridge and disntption of the property fence is complete. f. If any issues arise with the livestock on Billingsley's property (i.e. livestock exits premises), then the Leslie Tract will be held liable. K:NDAL Cive1063973W2-CypmssWnwsl4wc 1MdminU.a iioTM K=4hnotiioO4XRcvismL'}dw 20%10 - 3108 » fax P Ill g Grading and fuU fence restoration must be complete by midnight on January 31 ', 2012, subject to force majeure or delays caused by the City of CoppelI. h. You will provide Billingsley Company a past eort truetion Record Survey of the improvements on Billingsley's property and upstream 50 feet within your prolmy. 4. Provide an appropriate storm water quality control device via a wet detention pond for all drainage from gas stations and other individual developments on the property. WaACW&W The City of Coppell is requiring the wastewater flow generated from the Leslie Tract and from Billingsley Company's property be combined into one (1) wastewater line for one (1) bom crossing across Bch Line Road in lieu of two (2) separate bore crossings. It is anticipated that Billingsley's property will generate approximately 1250 GPM and is to discharge into the City of Coppell system in Belt Line Road According to your Engineer's calculations, it is anticipated that the Leslie Tract will generate approximately 536 GPM, and is also to discharge into the same City of Coppell system in Belt Line Road, The Leslie Trace will retain the right to any excess sanitary sewer capacity above the combined 1254 GPM from Billingsley and 536 GPM from the Leslie Tract projected to flow through the proposed 15" line. Billingsley Company plans to tic its wastewater main into the Leslie Tract wastewater main at a manhole installed by the Leslie Tract as shown on attached Exhibit B. The downstream wastewater main after the combined flow of 1250 GPM and 536 GPM will treed to be a 15" wastewater main in lieu of the 12" wastewater main that is currently proposed by you. This 15" wastewater main will extend 1430' north along Belt Lim Road, then bore across Belt Line Road to an existing manhole at an existing 15" City of Coppell wastewater line (see attached Exhibit B). Billingsley Company will agree to pay for one - half the actual coat of this construction downstream of the shared manhole, which total cost is estimated to be $50,152.50, based on your OPC dated September 2, 2011. In the event Billingsley has to construct this downstream connection due to schedule requirements, then Billingsley will utilize the Leslie Tract Engineer's City approved plans for construction, and you will agree to reimburse, at time of connection, one -half the cost of actual construction of this downstream improvement. You will not be responsible for the sanitary sewer design within Billingsley's property of obtaining permits to allow Billingsley's use thereof. Regards, SILLINCSLEYCOMPAIVY Arc ed_Bv e: Nam William Q. Walker Senior Vice President Tit 1 C rL !� ✓� KADAL. C'iVO\%3973002d')prassWv1wx 4mw I\Adning c4ieTfadCouWim iuit4XRevlsed?}do,