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Home My WebLink About1994 04 05 - Permit CorrespondenceWATER MANAGEMENT DISTRICT April 5, 1994 Henry Dean, Executive Director John R. Wehle, Assistant Executive Director POST OFFICE BOX 1429 PALATKA, FLORIDA 32178-1429 TELEPHONE 904/3294500 SLINCOM 904/86D-4500 FAX(ExECUTIVEaJAAL) 3294125 (PEFVArTRNG)32"I5 (ADYNISTRATION7RNANCE) 3251,4509 FIELD STATIONS 515 E. South SNeat 7775 Baymeadows Way PERMITTING: OPERATIONS: Orlando. Fl kk 32901 Su3e 102 305 Eau Ddro 2133 N. Wldham Rand 40703974300 JatluonNAe, Fbrida 32259 Meboume, Flodda 32901 Meboume,Fbdda 329359109 90UM-8270 40719944940 4072541762 CERTIFIED NUMBER: P 835 292 140 City of Sebastian ATTN: Dan Eckis 1225 Main Street Sebastian, FL 32958 Re: Sebastian Sport Complex, Section 24, Township 31, Indian River County (Please reference Permit Dear Mr. Eckis: Permit #42-061-0332NG Range 38 number on all submittals.) On March 31, 1994, District staff re -inspected the above -referenced permitted project. Based upon this inspection, the following discrepancies have yet to be resolved with the stormwater system: Northeast Retention Area: 1. A four (4) inch PVC pipe is located in the west berm connecting the retention area to the Rosebush Lane Swale. 2. Standing water, algae growth and dead grass is in the bottom of the retention area, as indication of a recovery problem. Northwest Retention Area; 1, A breech is located within the east berm connecting the retention area to the Rosebush Lane Swale. 2. Wetland type vegetation is growing in the retention area, an indication of a recovery problem. 3. The type "C" inlet with a 15 inch C.A.P is not constructed in the east end of the retention area. The pipe between the east and west retention areas is not in place. The trench drain with a type "C" inlet within the center of the project could not be located. Patricia T. Harden, CHAIR Lenore N. McCullagh, VICE CHAIR Jesse J. Parrish. Ill, TREASURER William Segal, SECRETARY SANFORD ORANGE PARK TITUSVILLE MAITLAND Reid Hughes Dan Roach Denise M. Prescod Joe E. Hill James H. Williams DAYTONA BEACH FERNANDINA BEACH JACKSONVILLE LEESBURG OCALA- Within 30 days of receipt of this letter the following must be completed to resolve the above referenced discrepancies: 1. Remove the PVC pipe from the west berm of the Northeast Retention area. 2. Fill in the breech in the berm of the Northwest Retention area and construct the type "C" inlet with the 15 inch C.A.P. as depicted on the permitted plans dated July 18, 1993. 3. Determine the cause of the recovery problem within both retention areas and submit a corrective proposal to the Melbourne office for a permit determination. 4. Place the pipe between the two retention areas as depicted in the permitted plan. 5. Locate or construct the trench drain with the type "C" inlet within the center of the project. 6. Notify the Melbourne Office when the corrective work is completed so that a follow-up inspection may be arranged. Also be reminded that the operation phase of the permit shall not become effective until a Florida Registered Professional Engineer certifies that all facilities have been constructed in accordance with the design approved by the District. Within 30 days after completion of construction of the surface water management system, the permittee shall submit the certification of completion or one (1) set of plans which reflect the system as actually constructed and notify the District that the facilities are ready for inspection and approval. If you have any questions, please contact Janice Unger or Eddie Carr at 407/,984-4940. 'ncerely, _ 9 Janice V. Unger Eddie Carr Compliance Manager Field Representative Department of Resource Mgmt Department of Resource Mgmt EC:ec cc: John Juiliannay� PDS WATER kNudbimmAmmA MANAGEMENT DISTRICT April 22, 1994 Henry Dean, Executive Director John R. Wehle, Assistant Executive Director POST OFFICE BOX 1429 PALATKA, FLORIDA 32178-1429 TELEPHONE 904/3294500 SUNCOM 904/860-0500 FAX(EXECUTIVE/LEGAL) 329-4123 (PERMITTING) 32&4315 (ADMINISTRATION/RNANCE)32&4508 FIELD STATIONS 818 E. Soub SYreN 7775 Baymeadm5 Way PERMITTING: OPERATIONS: Orlando, Florida Man Suk.102 305 East Drive 2133 N. Widh. Road 407/887-4300 Jadaonville, Florida 32258 Mebouma, Florida 32904 Maboume, Florida 329358109 90N73046270 407/9941940 407254-1782 CERTIFIED NUMBER: P 835 292 012 City of Sebastian ATTN: Dan Eckis 1225 Main Street Sebastian, FL 32958 Re: Sebastian Sport Complex, #42-061-0651NG Section 24, Township 31, Indian River County (Please reference Permit Dear Mr. Eckis: Permits #42-061-0332NG Range 38 number on all submittals.) The District received your letter of April 12, 1994 about the above referenced projects. Two permits we're issued for two separate projects. Permit #42-061-0651NG is for the property south of the existing sports complex covered by permit #42-061-0332NG. Therefore, the noncompliances for permit #42-061-0332NG still exist and need to be addressed. Enclosed are copies of the permitted plans for both projects for you information. Thank you for your immediate attention to this matter. If you have any questions, please contact me at 407/984-4940. S' cerely, anice V. Unger� Compliance Manager Department of Resource Mgmt EC:ec cc: John JuiliannaW- PDS Patricia T. Harden. CHAIR Lenore N. McCullagh, VICE CHAIR Jesse J. Parrish, III, TREASURER William Segal, SECRETARY SANFORD ORANGE PARK TITUSVILLE MAITLAND Reid Hughes Dan Roach Denise M. Prescod Joe E. Hill James H. Williams DAYTONA BEACH FERNANOINABEACH JACKSONVILLE LEESBURG OCALA iMOSBY AND ASSOCIATES, INC. CONEUITINC. ENGINEERS May 3, 1994 Ms. Janice V. Unger St. John's River Water Management District 305 East Drive Melbourne, FL 32904 Subject: Sebastian Sports Complex OGS/ Permit #42-061-0332NG and 42-061 4)6&NG Sebastian, Florida Engineer's Project No. 94-246 Dear Ms. Unger: 2455 14TH AVENUE P.O. BOX 6368 VERO BEACH, FLORIDA 32961 407-569-0035 MAY 41994 rfo? � 04J _x94A f1_/ RECORDS Melbourne In response to your letter dated April 5, 1994, and as a follow-up to Mr. Dan Eckis's letter of April 12, 1994, we have the following response: Northeast Retention Area - The city will remove the four (4) inch PVC pipe located in the west berm connecting the retention area to the Rosebush Lane swale. 2. The retention areas of the Barber Street Sports Complex were designed and permitted in accordance with the rules and regulations of the St. John's River Water Management District. It is apparent that a recovery problem does exist and the existing subsurface conditions are not performing as predicted by the soils testing firm for this project. The ideal corrective action to solve the problem would be to deepen the retention areas and turn them into lakes, but this is not an acceptable alternative to the City due to the liability of the lakes. We are open to suggestion from the Water Management District as to acceptable corrective action. Northwest Retention Area.- The rea: The permit modification, 42-061-065NG, permitted this grassed overflow swale. 2. Refer to item 2 above. 3. The permit modification 42-061-065NG permitted the removal of the Type "C" inlet 15 inch C.A.P. and the trench drain. Ms. Janice V. Unger May 3, 1994 Page 2 With regard to the pipe between the east and west retention areas, this pipe is strictly an equalization pipe. The site drainage is basically equally split between the two retention ponds. If the District insists that this equalization pipe is essential to the functioning of the stormwater system, then the City will install the pipe. cc: Mr. Dan Eckis to review the above response, please contact this office so we can