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HomeMy WebLinkAboutItem #02 - Discussion ItemU SANITARY SEWER RESTRICTIONS STATUS -REPORT TO THE CITY OF MIAMI QOMh1ISSION �7ARQH 2a, - 1993 I. Cbronolocxy of Eventa a) On 11dovember 18, 1992, the State Department of Environmental Regulation (FDER) requested that effective immediately, and until further notice, applications for construction of new wastewater collection and transmission facilities not. be processed and approved by use of the "general permit" application but rather through the use of the full construction permit process. This format requires the submittal of a full engineering study. The State further requested that, as a condition for approval, said study must demonstrate that overflows would not occur during peak flow conditions. b) On December 10, 1992, DERM sent notifications to municipal officials, utility officials and consultant engineers advising there of the new state permitting requirements and included a draft of the engineering study guidelines. Furthermore, said notification solicited comments from interested parties. c) On December 23, 1992 DER14 and FDER representatives met %-.ith utility officials and consultants to discuss the guidelines for the engineering report:. During this meeting, numerous requests were made by consultants asking the County to identify those areas where the State requirements could not be complied with. .� d) LIM 0 o 0 t� M In response to these requests and with the coo4­eration of WASAD and other municipal utilities DERn! identified those areas which Experience overflow conditions during peak flow events. These area, whic_; have been identified as "Critical Sec-Yer Areas" enccmpass, besides the City of Miami, portions of Cora_ Gables, South Miami., Hialeah, Opa-Locka, Miami Springs, S.';eQtt✓ater, :','esr Miami, .,orth Miami, North Mian-, beach, Virainia Ga*-ciens and unincorporated Dade Lour.--,;' . Inasmuch as . condit ions in these areas are such_ that compliance .,rith the FDER guidelines could not be achieved and, furthermore, since these conditions frequently result in the abnormal operation of said sanitary sewer system resulting in �iscosston9 �fjn cj:lilC.Tr�T '_`'! t (_} ( }l�' r`11�'�� J_C IIeaIth, e1f< re .a��ci ,�fet.V,,, r �ie�r_��rmit,�ri that approval of 11',t:J San,' d exacerbate these ccndit.ions. !'ccYordi.ngly, on January 2.7, 1993, DERM ordered utilities %operating within these critical areas to cease entering into any new sanitary sewer service agreements. In addition, this I,ieasure would avoid lengthy and costly engineering studies which at their conclusion would have shown the inability of the system to comply with the new state requirements. This order was issued pursuant to the powers and autherity granted under Chapter 24 of the Code of Met. ropol i -__an Dade County. I I . Eroblgm Desch iQt ion Insofar as the City of Miami is concerned, two major problems are responsible for the conditions which affect the City. First and foremost is the Bay Crossing situation. The 72" force main which conveys sewage from the Central District to the treatment plant on Virginia Key is operating at or near capacity. Furthermore, there is evidence that indicates that deterioration of the pipe may be compromising its structural integrity. Secondly, excessive infiitraticn ano inflcvj resulting from deteriorated gravity seWe'" lines, illegal inter- connections of stormse%..ers tc the sanitary sewers and the p-ractice of removing manho e covers to drain flooded streets during rainstorm events are responsible for the excessive flows being handlea by the sewer system. III. Corrective Measures Concrete steps have been ana are being taken to address � Ahese deficiencies. Aith regard to the Fay Crossing, we are happy to report teat. on :March 1, 199s, a settlement Ugreement was entered into tetween Dade County and FDER otha- establishes a firm schedule for the design, Ct ermitting, bidding and construction of a new Bay nt1 U rossing. In accordance ::;th the provisions of said o0 agreement, a new Bay Crossing should be completed by mid ,1995 or late 1996 depending on the construction method ,a utilized. Permitting of portions of this project are 8 currently under':,ay. . � 1 Insofar as reduction of. I/I flows are concerned, we would like to note the many and different projects which have either been completed cr are cn-going. ~1. Completed in 1990 - sliplin=ng of gravity interceptors in the City of Miami - $9.5 mi_'_ion. 2. Replaced Inverted Siphons ac: c;ss the Miami River at N.W. 4 Street - $1.2 million - ccn:pleted in 1989. -_1 93- 1931 3. Construct fe3 in 1.9 I'1amp StLat-AoTi tic;. 33 - P1 to transfer f_loiri between district - $3.0 million. 4. Rehabilitate and. upgrade Pump Station No. 1 at N.W. 4 Street - $4.0 million - Completion by the end of the year. 5. TV and Grout Contract for 250,000 lin. ft. of sewers adjacent to the Miami River - $1.5 million - Estimate completion, August 1993. 6. Department forces are 7." & Grouting gravity sewers in Northeast Miami - 190,000 lin. ft. completed to date. 7. Department forces are :smoke testing sewers in Miami - over 600,000 lin. ft. completed to date. 8. 40 connections between storm and sanitary sewers have been identified to date and action has been initiated to correct them. 9. 170 defective clean -out caps found by smoke testing have been replaced to date. a ,q x 100 point repairs to sanitary sewers have been completed to date. A U P4 q 1 Initiated a program of contracts to repair. sanitary O M U sewers by relining, including 16,500 lin. ft. of sewers 0 in the City designated thus far - completion date to be 0 b in 1993. •0 V 12. Received bids for another Tv & Grout contract for 375,000 lin. ft. of sewers north of the Miami River covering 9 sewer systems - $2 :pillion - completion expected by the end of 19 9 3 . O :3 0 .4) 13. Initiated a project by the 201 Consultant for sewer U2 �'' •"" system evaluation :Zd repairs covering 27 sewer systems in the critical area. The evaluation portion of the contract is to be completed by Sept. 1993 with repairs to follow immediately. 14. Designing a new force main from the mainland to the treatment plant on Virginia Key that will substantially increase transmission capacity - $60 million - Estimated completion in July 1995. As a result of these on -going Efforts by WASAD, I/I flow reductions have been achieved. In light of this the County has set-up an allocation program based on the I/I flow reductions documented by WASAD. Projects located within "Critical Set,,er Areas" may be allowed to connect to the 93-• 193•1 Ej M san i ta ry created Y)y the T/i correct-e-i p! :-,hould he further noted that i n the event that Ade(J'Aa t E, capac i. Ly i s not available, projects could be permitted using alternative means of sewage disposal in accordance with County and St -ate rules and regulations. In conclusion, although it is anticipated that a system -wide solution to these problems is several years away, progress is being made and efforts, as documented above, are underway to not only resolve this situation but also minimize the impacts to the City of Miami and the other affected municipalities. Submitted into the public record in connection with item on -VAS:&a Matty Hirai CitV Clerk 93- 193#1