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HomeMy WebLinkAboutCorrespondence Travis Martinek From: Stephen Cast [wsud.sc@verizon.net] Sent: Tuesday, October 20, 2015 8:33 AM To: Travis Martinek Subject: RE: Indian Lakes - Phase 21 Travis, Wellborn Special Utility District has inspected and approved Phase 21, Indian Lakes. Stephen Cast Wellborn Special Utility District From:Travis Martinek [mailto:tmartinek@clarkewyndham.com] Sent: Monday, October 19, 2015 2:44 PM To:Stephen Cast<wsud.sc@verizon.net> Subject: Indian Lakes - Phase 21 Stephen, We are planning to file the plat for Indian Lakes Phase 21 this week. The City needs you to confirm that you accept the waterlines into your system. Can you reply to this email stating your acceptance? I've attached the water bacteria test and the construction plans for your records. Thanks! Travis Martinek Clarke&Wyndham, Inc. 3608 East 29th Street, Suite 100 Bryan,Texas 77802 Office: (979) 846-4384 Fax: (979) 846-1461 Mobile: (979) 229-9877 1 3 t N yJ i` t U O '.4:61 J ,'e1.Fl,1N•,,,,,:.-,>03,-40 T1 ? 4J -2 u V . `�1 fit. '� Q v, r,�� �� 0, " ~ UV Cl..--- Yi C ❑ ❑ W o; S y i 'j; ;t 21. ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ r ! , CV 0, 1 ! 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I aaud PH I .Ctlurena I l!ufl I uo d!iosa uta u Q g s I I STOZ `LT 113Ju7AI s}soa uoIan.I;suoD aml1goJJ Jo uoiutdp si.laatg2uj 8100-1901:q f021d IS3fI'i 1 It asugd sa'iu`I u12!pui R • McCLURE & BROWNE, ENGINEERING/SURVEYING, INC. & V • 1008 Woodcreek Dr.,Suite 103•College Station,Tx.77845 (979)693-3838 Engineer Reg.No,F-458 1314 10th Street,Suite 210•Huntsville,Tx.77320•(936)294-9749 Survey Reg.No.101033-00 October 27, 2015 Mr. Kevin Ferrer Graduate Engineer City of College Station Post Office Box 9960 College Station, TX 77842 Re.: Fire Hydrant As Built Flow Test Indian Lakes Phase 21 MBESI No. 1062-0048 Dear Mr. Ferrer: I witnessed the Wellborn Water representatives perform a fire hydrant flow test in accordance with NFPA 291 standards on the new fire hydrants in Indian Lakes Phase 21 this afternoon. The following are the results of that test: STATIC HYDRANT LOCATION: Chaco Canyon Drive/ Makawee Court intersection FLOW HYDRANT LOCATION: Makawee Court STATIC PRESSURE GAUGE: 92 psi RESIDUAL PRESSURE GAUGE: 42 psi NOZZLE SIZE: 2.5" DISCHARGE COEFFICIENT: 0.90 FLOWRATE FORMULA: Q=29.84cd2p0.5 C = discharge coef. D = orifice size (in) P = pitot pressure (psi) CALCULATED FLOWRATE: 1,088 gpm @ 42 psi Based on this information, the new water system meets the standards of College Station. Please let me know if you have any questions. Sincerely, te t, OF Tc:.t.'abt ti effery L. Robertson, PE JJEFFERY L. RCBERTSO0 .c, . 9 4 A "- ' .✓ • �``Ji i •`r:C9 kti =�Iv:•L-