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Home My WebLink AboutExhibit22• • VPIITC ASSOCIATES i N C. MIA -cCD4g5 9955 N.W. 118th Way, Suite 1 Miami, Florida 33178 www.atc-enviro.com 305.882.8200 Fax 305.882.1200 CLIENT: H.J. Ross Associates, Inc. TEST: P-1 800 Douglas Entrance, Annex Bldg., Suite 250 Coral Gables, FL 33134 PROJECT: City of Miami Drainage Improvements CREW: B.J./J.H. Ffagami Storm Sewers Phase II SW 66 Ave. & SW 4 Street NUMBER: 31.00138.0023 On May 22, 2002, ATC Associates Inc. obtained the following data for the test located at the project address above, Effective Pumping Rate: Actual Hole (Casing) Diameter: Initial Hole Depth: Final Hole Depth: Height of Stabilized Flow: Depth to Water: 0.0021 cfs 0.17 ft 15.0 ft 15.0 ft 6.3 ft above groundwater level 6.3 ft The effective pumping rate raised the water level in the cased hole to the ground surface. This level was maintained for ten minutes. SOIL LOG: COVER: Sand and Limerock 0.0'-2.0' Brownish tan SAND and limerock fragments 2.0%4.0' Dark tan SAND and limestone fragments 4.0'-15.0' Tan SAND and limestone fragments G:/Geotech/Peres/HJRoss/City of Miami.XLS Re pectfully submitted A • Ass ciat c. "z. even E .Blac , P.E. FL. Registration No. 39810 TC ASSOCIATES INC. 9955 N.W. 116th Way. Suite 1 Miami. Fiorida 33178 www.ate-enviro.com 305.882.8200 Fax 305.882.1200 CLIENT: PROJECT: NUMBER: H.J. Ross Associates, Inc. 800 Douglas Entrance, Annex Bldg., Suite 250 Coral Gables, FL 33134 City of Miami Drainage Improvements Flagami Storm Sewers Phase II SW 64 Ave. & SW 4 Street 31.00138.0023 TEST: CREW: On May 22, 2002, ATC Associates Inc. obtained the following data for the test located at the project address above. Effective Pumping Rate: Actual Hole (Casing) Diameter: Initial Hole Depth: Final Hole Depth: Height of Stabilized Flow: Depth to Water: 0.0042 cfs 0.17 ft 15.0 ft 15.0 ft 6.8 ft above groundwater level 6.8 ft The effective pumping rate raised the water level in the cased hole to the ground surface. This level was maintained for ten minutes. SOIL LOG: COVER: Sand and Limerock 0.0'-0.2' Topsoil 0.2'-2.0' Dark SAND and limestone fragments 2.0'•4.0' Tan SAND and limestone fragments 4.0'•6.0' Dark tan SAND and limestone fragments 6.0'-15.0' Tan SAND and limestone fragments Res G:/Geotech/Peres/HJRoss/Gty or Miami.XLS ectfutly b tied sso "ates c. 'St en E. Eliac , P. ./ FL. Registration No. 39810 P-2 B.J./J.H. • • !ATC ASSOCIATES I N C, 9955 N.W. 116th Way. Suite 1 Miami, Florida 33178 www.atc-enviru.00m 305.882.8200 Fax 305.8821200 CLIENT: H.J. Ross Associates, Inc. TEST: P.3 800 Douglas Entrance, Annex Bldg., Suite 250 Coral Gables, FL 33134 PROJECT: City of Miami Drainage Improvements Flagami Storm Sewers Phase It SW 64 Ave. & SW 8 Street NUMBER: 31.00138.0023 CREW: B.J./J.H. On May 22, 2002, ATC Associates lnc. obtained the following data for the test located at the project address above. Effective Pumping Rate: Actual Hole (Casing) Diameter: Initial Hole Depth: Final Hole Depth: Height of Stabilized Flow: Depth to Water: 0.0058 cfs 0.17 ft 15.0 ft 15.0 ft 5.6 ft above groundwater level 5.6 ft The effective pumping rate raised the water level in the cased hole to the ground surface. This level was maintained for ten minutes. SOIL LOG: COVER: Grass 0.0'-0.5' Topsoil 0.5'-2.0' Light gray SAND and limestone fragments 2.0'-4.0' Dark gray SAND and limestone fragments 4.0'-15.0' Tan SAND and limestone fragments G:/Geotech/Peres/HJRoss/City of Miami.XLS Res • -ctfully..subj ted AT 550 tes Steven E. Black, P.EV/ty FL. Registration No. 39810 1r 2iTC ASSOCIATES INC. 9955 N.W 116th Way, Suite 1 Miami. Florida 33178 wwwatc-envisv.t 306.88200 Fax 305.8821200 CLIENT: H.J. Ross Associates, Inc. TEST: P-4 800 Douglas Entrance, Annex Bldg., Suite 250 Coral Gables, FL 33134 PROJECT: City of Miami Drainage Improvements Flagami Storm Sewers Phase II SW 67 Ave. & SW 8 Street NUMBER: 31.00138.0023 CREW: B.J./J.H. 0n May 22, 2002, ATC Associates Inc. obtained the following data for the test located at the project address above, Effective Pumping Rate: Actual Hole (Casing) Diameter: Initial Hole Depth: Final Hole Depth: Height of Stabilized Flow: Depth to Water: 0.0032 cfs 0.17 ft 15.0 ft 15.0 ft 6.0 ft above groundwater level 6.0 ft The effective pumping rate raised the water level in the cased hole to the ground surface. This level was maintained for ten minutes. SOIL LOG: COVER: Grass 0.0'•0.5' Topsoil 0.5'-2.0' tan SAND and limestone fragments 2.0'-4.0' Dark tan SAND and limestone fragments 4.0'•15.0' Tan SAND and limestone fragments G:/Ceotech/Perts/HJRoss/City of Miami.XLS Res.ectfully sub AT ssoes _ Y(45/r1.- teven E.Eflack, P.E. FL. Registration No. 39810 • Ihllhy ContiIdi Matrix FlegemVW. at End Storm Sewer Improvements Prolocl • Phase II (S.5695) SW Ord to Tamlaml Canal Rd. to NW 60 Ave. In SW Slh Street City of Mlorhl Manic Con atoateaw Conrad Co. ....Oad Cowry poaat Rolla Art rEerNl Tv1..N r1.OryrlM: W iru ROSS .Canter: Dawn" 662 KemoUy 4.41 May 1.9,, Say Wage, i1371d 70SW 71Vaa1 Nopad. 2315 Weft Rudd dl NpOA+ Ard G IRs.UR'Ma 09161125.. 77.041 W T.mwto Con amo; R 3)ofl OM 6 tg.RovaFN{;Ji; R.3001A...:r., 0056066070 7077 R+al I W NW 36M Soael wen.:71_11 the Ss2 0433 EN' A50 T7.9a22 Rapt 10705Q 4 Design TRIM No. 116603739 Dale 01 Design Ticket 6r26'06 RoteMd w4r w nNh do0..... rear 1M6i0 A Uyaltd N . 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West M.a4R 3.1.1.4 34-354-4211 Enl.S., 303.16943T.11.1 • • 1V.1N lTC?�l\"Y:{;.i lltnSS Ty u, pou.:i Or.^nan.p. lean SOU]e.ayn B:39arA '1.IiEoiee,N.eor N10.1;• ..n.a':0u a,sra'Awla td. n:.. lame ne.l..a nirq 10 . rr L. ps...w .Moor lu o.. arty CM MW4.Mimi oIM3 T. reld, .a. . bra matW,p NT'a..rn.n,w , so. al S.W.6N niM • 10d, pliM Mite 'M*I IXN v1YaN9Aid T.3. 00411« p1W01 MONn paN41 RTRk No iMSeriiL. 010100:.1. prs:s.NNa Vl010c1 2012 • • CONSULTING ENGINEERS It SURVEYORS 10305 NW 41 Street, Suite 200 Miami, Florida 33178 TEL: (305) 591-8777 FAX: (305) 599-8749 Email: dstanton@fr-aleman.com September 19, 2006 T. Y. LIN INTERNATIONAL Attn: Mr. Frank Alonso. E.I. 201 Alhambra Circle, Suite 900 Coral Gables, FL 33134 RE: Subject: Dear Mr. Alonso: FLAGAMI / WEST END PHASE I1 F.R.A. Project No.: 1972-Wo1 Status Report Letter for Designating and Locating Services Fe. ALEMAN & Associates, Inc. CONSULTING ENGINEERS & SURVEYORS www.FR-Aleman.com I am pleased to report F.R. Aleman & Associates, Inc. has performed and completed 33 test hole reports for the above referenced work order. The deliverables are being sent to you along with this letter. If you have any questions regarding this project do not hesitate to contact me at my Miami Office. Sincerely, D.M. Stanton S.U.E. Manager X.S .O.1197TScm RspaftWol 0i,IS060oc Miami - Orlando - Tampa - Jacksonville - Tallahassee