The URL can be used to link to this page

Home My WebLink AboutArticle III - Tab D - Water & Sewer AvailabilityMAR-24-2004 WED 10 : 09 AM FAX NO. P. 01 • • Consul -Tee Cona-uucdan Manag me , Inc, Consul -Teat Development Servl :es. Inc. Canaul-Tech Tingineering, Inc. Consul-Teci Surveying & Mapping, Inc. Consul -Tech T-anspartation, Inc. Respond To: Consul -Tech Development Servicek, Inc. 10570 N.W, 27th Street Sure 101 Miami, Florida 33172 (305) 599-3141 Fax (305) 599-3143 E lvlail: miaCa cte.cc Other -,neittiona goes Raton (561) _`58-5801 FAX (56 ) 588.9803 Bonita Sprints (941) 947-0266 FAX (94 ) 947-1323 Jastiayilk (904) 276-310(1 FAX (904) 276-3102 Miami (305)599-3141 FAX (305) 599-3143 Miami Lakes (305) 556-0228 FAX (305) 556-5154 Miramar 1 Corporate (954) 38-4300 FAX (95L) 438-1433 Naples (941) a54-0000 FAX (941) 254-0900 Or'itndq (407) 649-8334 FAX (407) 649-8190 West Palm Beach (561) 659,1680 FAX (561) 659-2105 Consul Tech February 11, 2004 Mr. Joseph L. Herndon Flagstone Island Gardens, LLC 1674 Meridian Ave., Suite 300 Miami Beach, FL 33139 Re: Flagstone Island Gardens Sewer Availability Dear Mr. Herndon: This is to inform you that to the best of our knowledge and according to our investigations, the MD-WASD pump station recently constructed on this site has the capacity to collect and transmit the sewage flow generated by the Island Gardens project. According to Mr. Leonard Helmers with the City of Miami Public Works Department, this pump station was designed and sued to collect the projected flow expected for the development to take place on the entire Watson Island. Furthermore, it included the proposed Mega Marina and the Hotels. Furthermore, based on the information available at DERM, this MD-WASD Pump Station No, 1203 has a total capacity to pump 579,000 gallons per day (gpd) before it will have to be improved. Unfortunately, the pump station is still in the process of conveyance to MD-WASD. Therefore, MD-WASD has not reported to DERM, the flow that is currently connected to the pump station. Nevertheless, the flows generated by the existing Parrot Jungle and the Miami Children's Museum are expected to be low and no more than 20,000 gpd or approximately 4% of the pump station capacity. Based on the proposed development, we estimate that the Island Gardens project will generate approximately 189,164 gpd of sewage flow (33% of the pump station capacity). See attached sewage flow calculations. Therefore we are of the opinion that unless some other major development comes on line before the Island Gardens, the existing pump station has sufficient capacity to collect the flow from this project. Sincerely, Marco A. °sorio, PE # 44090 Director of Engineering Cc: Judith A. Burke www,ete.re Consul -Tech • • MAR-24-2004 WED 10:09 AN FAX NO Island Gardens Estimated Sewage Flow L- nd Use Unit Quantity ate arina retail aritime Gallery F sh Market & Restaurant 2/3 of area wl Fish Market 1/3 of area w/ 130 seats Restaurant chor Restaurant (63,908 SF) Room Slip SF SF SF SF seat seat Usage Total Flow (gpcllunit) (9pd) 605 100 50,500 50 40 2,000 157,092 0,05 7,855 4,000 0.05 200 7,774 --- _. 5,183 0.05 259 130 50 6,500 2,237 5Q 111,850 Total Flow 189,164 DERM WASD Pump Station No. 1203 FEB. 1 .2004 10:170 Station..30 -1203 Pump Station Monthly Information Atlas Pg..E13 Addr..1060 MAC F1F THUR CSWy Sao -Township-Range 51-53-42 Ganr.Y ET clocK.Y Te1m.Y #Pumps. Pump Type C Stn C1ass.L Speed.1 Hrsptr. Res Plans.. Plats.. Extons. flow(gpd) 3,111 0 0 Proj Napot 0,06 hrs 0.01 hrs 0.01 hrs X Cap 0.60 0.10 0. to Crate Mo.NAPOT Avg Daily Flows Ready. • 0.01 0.01 0.00 0.00 0.00 0.00 Sigfature. 'NEUMAR P, 02 N0, 419 ?, lin Review> Haretorium..OK oratorium effective since / / Yearly NAPOT (hrs) ....... . Stn Gross CepacitU(gpd).. Station Reduction Factor Stn Net Cap Cer'tlf (gpd) . . Stn Net Capac1tg(gpd).... Indicated Flows(gpd) y0,01 1,369,600 1.00 0 1,389,600 579 Rgd # Fig Pmp Y a New PS (3A) Y Comments Sign Dats,.02/04/2004 15:26:13.29 MAR-24-2004 WED 10:10 AM FAX NO P, 03 SCE • • Consul -Teti, i Construction Menagwncnt, Inc, Consul-Tcc Ocve:]opment Servi es, Inc. Cnnsi -Tech :ngine ring, Inc. Consul -fret Surveying & Mapping. Inc. Consul -Tech T ansportition, Inc. Respond To: Consul -Tech DevclopmenJ Services, Inc. 10570 N.W. 27th Street Sui 101 Miami, Florida 33172 (305) 5,99-3141 Fax (305) 599-3143 E-Mail: mia®cte.cc Other Location Boca Raton (561).58-5801 FAX (56') 588-9803 Rol:Springs (941)t47-0266 FAX (94 ') 947-1323 ,Iacksonvllie (404) 76-3100 FAX (90 ) 276-3102 Miami (305) S99.3141 FAX (303) 599-3143 Miami Lakes (305) 56-0228 FAX (305) 556-5154 Miramar 1 Coronae (954) L 38-43u0 FAX (95) 438-1433 Naples (941) 54-0000 FAX (941) 254-0900 Or soda (407) 649-8334 FAX (407) 649-8190 West Palm Beach (561) 659.3680 FAX (561)659-2305 Consul -Tech February I I, 2004 Mr. Joseph L. Herndon Flagstone Island Gardens, LLC 1674 Meridian Ave., Suite 300 Miami Beach, FL 33139 Re: Flagstone Island Gardens Water Availability Dear Mr. Herndon: This is to inform you that to the best of our knowledge and according to our investigations, the existing water distribution system serving the Island Gardens project site is properly sized and has sufficient capacity to provide domestic water and fire protection to the project. There are three major water mains located inside the project site. Their sizes are 12- inch, 20-inch and 36-inch in diameter. They run north and south along the west side of the site and are located approximately 200-foot east of the western seawall. Furthermore, these water mains are located under the proposed foot print of the Island Gardens project and will have to be relocated as part of the project or as part of a separate project. The attached water atlas and hand drafted sketch, shows the conceptual relocation of the existing water mains. Sincerely, Marco A. Osorio, PE # 44090 Director of Engineering Cc: Judith A. Burke www.ddac'e tert Consul -Tech • R 24 2004 WED 10:I0 AM FAX NO. P, 04 658 • #fGo os \� 8L CA IA)T E � -rep /f /Zo lki o !r \ � . \ ' 0 ./As 300 600 ®c ! SCALE/|",,3Q0'