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Home My WebLink AboutExhibit15• • oi ?ATC ASSOCIATES INC. F qua rti>i MIA -cc 4?5 9955 N.W. 118th Way, Suite 1 Miami, Florida 33178 w-ww.ataenviro.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. Flagami Storm Sewers Phase II SW 66 Ave. & SW 4 Street NUMBER: 31.00138.0023 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: 0.0021 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 Re pectfully submitted A: Ass ciat c. 4/1/6"L" even E.Blac , P.E. G:/Geotech/Peres/HJRoss/City ofMiami.XLS FL. Registration No. 39810 A SS O GIATES INC. 9955 NW. 116th Way, Suite 1 Miami, Florida 33178 www.atc-enviro.00m 305.882.8200 Fax 305.882.1200 CLIENT: H.J. Ross Associates, Inc. TEST: P-2 800 Douglas Entrance, Annex Bldg., Suite 250 Coral Gables, FL 33134 PROJECT: City of Miami Drainage Improvements Flagami Storm Sewers Phase II SW 64 Ave. & SW 4 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: 0.0042 cfs 0.17 ft 15.0 ft 15.0 ft 6.8 tt 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 G:/Geotech/Peres/HJRoss/City of MSiarni.XLS Res ec tfutly b 'tied AT sso 'ates c. FL. Registration No. 39810 • V TC • • A of O C IATES INC. 9955 N.W. ilfith Way, Suite 1 Miami, Florida 33178 www atc.enviro.00m 305.882.8203 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 8 Street 31.00138.0023 TEST: P.3 CREW: B.J./J.H. 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: 0,0058 cfs 0.17 ft 155.0 ft 15.0 ft 5.6 ft above groundwater level 5.6 ft The effective pumping rate raised the water lever 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 4.0'45.0' Tan SAND and limestone fragments GJGeolech/Peres/HJRoss/city of Miami.XLS $ Res AT ctfully ubjlhtted sso tes- teven E. Blaci , P. 71/0- FL. Registration No. 39810 •VTC •I ASS O CIATES INC. 9955 N.W 116th VVay, Spa 1 Miami. Florida 33178 wvws'• .00m Fax 305.88�21122p000 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. 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: 0.0032 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:/GeotechPPeres/WRoss/City of Miemi.XLS d 67c0 " teven E.'Slack, P.E. FL. Registration No. 39810 Res • ectfully subnji AT sso tes • tNIIIty Conflict Metric Fl.g.mVWe.1 Fnd Storm Sewer Imprnv.mentt 6/clod • Phoee II (9•6606) SW 11h to Two/NW Canal Rd. to NW 60 Are, to SW 6ih Stteet City of MIYmI Roetgn Tk1e1 No. 116600730 Milo of Design Tkk01: 4/26r06 -.. , toar. o 4.al6...nIeid �b'µt5,#ABMr�Pet t111JeR mo •16d"1 .. tpFR14No ;, i�.t. w ]0]I] - 116�JO�E 'p = J no 7453]51hy ,;y 4 i. ... i' � •. 1nilMie>d ti.MFer�A�r �C�3�Ra 6eIL • in vpdi0t woo. oittSn 1 . . ]0535T74ft(1 1 �: -irk Me NOS. tni Y d6Y :; i Y4P*kk, tie1d'e�Y1 e41444kil1.e6ottdd.'!, Mo6• r- �.. • f>0t00.0 t li•T5011a_ .4.4.16,••• MCI 172 7706011 •. - •••.•. "•••� _ . �Jr+larcn (Jlef _. _`. W.wrrr.re,sahwi..'� •kraY.y Mr:).e ,06. 1�rW0.i'9cNe 414 ,fa.tsrva Netidin *NJ w: :. YfdYn YldaP�a 0d11ii, . k6Ws1 . w, Piot Twill ,.. 4V6 to ; !6 �+hJn1JJ$31 PK! •• WI. INIIIFRIt]t71Ni 111Ro64 T'4 Um sit eit, obto• 6 M 1hided eiF Q66� '6GWRS6 NS -, :'W W1Wi0.04.4. 11 4YOb 0d'di' wi. 1.12 • • retmor ytorc:.1aY.1i J11 O44 2 of • • • CONSULTING ENGINEERS d SURVEYORS 10305 NW 4i 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 Cirde, Suite 900 Coral Gables, FL 33134 RE: Subject: Dear Mr. Alonso: FLAGAMI / WEST END PHASE II F.R.A. Project No. 1972-Wo1 Status Report Letter for Deslgnatinq and Locating Services .. 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 Xygwu097119uoe k.pliM., 99-t90611iN Miami - Orlando - Tampa - Jacksonville - Tallahassee