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Wastewater Treatment Plant General Information
City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 MEMORANDUM DATE: December 30, 1993 TO: Dan Eckis, City Engineer/Public Works Director FROM: Richard Votapka, Utilities Director naVI SUBJECT: Concrete Pads at Bailey Drive Wastewater Treatment Plant and Filbert Street Water Treatment Plant Ron Briskie, our Utilities Plant Superintendent, expressed to me that he needs two concrete slabs to be constructed at the Bailey Drive Wastewater Treatment Plant and one at the Sebastian Highlands Water Treatment Plant as follows: 1. A 5' by 9 ' ramp for the shed housing the small tractor at the wastewater treatment plant. 2. A 2' by 7' slab for the chlorine room at the wastewater treatment plant. 3. A 2' by 3-1/2' ramp for the chlorine room at the water treatment plant. Since your department did such a nice job on the slab at the Park Place Water Treatment Plant, I'd like them to do these three small jobs. Call me to discuss this matter when you have some spare time. When you can definitely schedule these projects, have your department notify Ron Briskie or Tom Stirtzinger at the water plant at 589-0340, so they can make sure your Department has access to the sites. Thanks, n CC: Ron Briskie, Plant Superintendent memo\ramp City of Sebastian POST OFFICE BOX 780127 0 SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 October 11 , 1993 FAX 407-589-5570 Mr. Terry Pinto Director of Utilities Indian River County 1840 25th Street Vero Beach, FL 32960 Re: North Indian River County Wastewater Plant Capacity Reservation Request for Cumberland Farms Store at CR 512 and Barber Street, Sebastian, Florida Dear Mr. Pinto: Kimley-Horn and Associates, Inc., the engineering representative for Cumberland Farms, Inc., has requested that the City of Sebastian make application to Indian River County for wastewater treatment plant capacity. In discussing the proposed connection to the County's force main in the CR 512 right-of-way, Bill McCain of your staff has determined that two Equivalent Residential Units (ERU's) would be required for this project. Based on the information presented herein, the City of Sebastian formally requests that the Indian River County Board of County Commissioners approve the 2 ERU capacity to be purchased by Cumberland Farms, Inc. This request is understood to be only for the assurance that the County will grant permission at this time to allow Cumberland Farms, Inc. to connect to the County's wastewater system in the future. It is further understood that there will be no guarantee that the two (2) ERU's will be reserved at the plant for Cumberland Farms until such time as the ERU's are paid in full to Indian River County. Cumberland Farms, Inc., of course, will make application first to the City and pay the $5,102.00 required for two (2) ERU's which in turn shall be remitted to the County by the City once the County approves the request. Sincerely, Richard B. Votapka, P.E. RBV/nsv Utilities Director CC: Kevin McAdams, Kimley-Horn & Associates, Inc. Bill McCain, Indian River County Utilities Dept Ms. Lori Hoffman, Indian River County.Environmental Health Dept. City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589.5570 MEMOIRAEDUM DATE: January 31, 1994 TO: Marilyn Swichkow, Finance Director FROM: Richard Votapka, Utilities Director /(�1v SUBJECT: Renewal Fee for Wastewater Treatment Plant Operator Ron Briskie has completed his Florida Department of Professional Regulation Operator's Certificate application. His operator's certificate expires on February 28, 1994. Please issue a check in the amount of $50.00, made payable to the "FL Dept. of Professional Regulation", so the application and required fee can be mailed off as soon as possible. STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION 059-42-5344 00005933C 12/20/93 NOTICE OF RENEWAL RON E. BRISKIE 125 CAPRI AVE EXPIRES: 02/28/94 SEBASTIAN, FL 32958-5609 ON THE DATE SHOWN ABOVE, YOUR CURRENT PLANT OPERATOR'S CERTIFICATE EXPIRES. IN ORDER FOR YOUR CERTIFICATE TO REMAIN VALID, YOU MUST REMIT A RENEWAL FEE OF $50.00 BEFORE THAT DATE. YOUR CHECK OR MONEY ORDER SHOULD BE MADE PAYABLE TO THE DEPARTMENT AND ATTACHED TO THIS FORM. MAIL BOTH YOUR CHECK AND THIS FORM TO: DEPARTMENT OF PROFESSIONAL REGULATION WATER/WASTEWATER OPERATOR CERTIFICATION PROGRAM 1940 N.MONROE STREET TALLAHASSEE, FLORIDA 32399-0783 YOUR RECORDS ARE BEING REVIEWED FOR ACCURACY. PLEASE CHECK YOUR SOCIAL SECURITY NUMBER, CERTIFICATE NUMBER, YOUR NAME, AND ADDRESS. IF CHANGES NEED TO BE MADE, WRITE THE CORRECT INFORMATION BELOW. SOCIAL SECURITY NUMBER: 05-9 42 5 3 4 NAME: RRl5KlE /�onrq�p E LAST FIRST M. 1. /z c,4 pR/ /4 vE MAILING ADDRESS SE�3F} ST7&rj FL 32958 SEER 5774TJ .Tut)iA v....Ri vt"R FL 3z9s8 CITY COUNTY STATE ZIP y03 — S 36� — 5y/ A,�o r&rczy` Sy /1 /,. � - ti. /-3/-94 1p Florida Department of Environmental Protection Law I'm Chiles 1:uvr rnur February 9, 1994 Honorable Lonnie R. City of Sebastian Post Office Box 127 Sebastian, Florida Twin Towers Office Building 2600 Blair Stone Road 'Tallahassee, Florida 32399-2400 Powell, Mayor 32958 Re: User Charge Survey update Dear Mayor Powell: Virginia B. Wet 6ere11 secretary 4 —11 RECEIVED FEB 11 1994 CITY CLERK'S OFFICE We are conducting a user charge survey to update the inventory of the fees which Florida municipalities charge residential customers for wastewater services. For this purpose, we are enclosing a brief questionnaire that requests information about your wastewater management system(s) and your user charges. Please return the questionnaire in the enclosed self-addressed, stamped envelope to our office by March 15, 1994. All the information furnished will be compiled in the form of a report and made available to interested parties at a later date. of course, a copy of the report will be sent to you and other respondents to this survey request. If you have any questions, please call J.N. Ramaswamy at (904) 488-8163. Thank you for your assistance. Si//nccerely, L IV Don W. Berryhill, P.E., Chief Bureau of Local Government Wastewater Financial Assistance DWB/bn Enclosure 1'.in"i " ," led i.ai.rr. INDIAN RIVER COUNTY RETAIL SALES ($000) Source: Sales & Marketing Management, Survey of Buying Power INCOME AND POVERTY STATUS IN INDIAN RIVER COUNTY 1989 1990 % Change l Sales $669,738 607 7.60% $720L....;2 Capita $165,84218 10.06% inking Places $63,08367 -2.88%se. rDrinking $6489592 4.93%mishing/Appliances 381 $36,33585 10.87% 13.0% $136,11951 -2.18%$30,68454 $77,768 57 31.51% Source: Sales & Marketing Management, Survey of Buying Power INCOME AND POVERTY STATUS IN INDIAN RIVER COUNTY Source: 1990 Census, U.S. Bureau of the Census INDIAN RIVER COUNTY PER CAPITA INCOME 8& FLORIDA PRICE LEVEL INDEX Year Income in 1989 income in 1989 Below Poverty Level Per Median # of % of # of % of City Capita Household Persons Persons Families Families Fellsmere $7,456 $21,531 381 17.5% 70 13.0% Indian River Shores $81,588 $77,768 57 2.5%1 7 0.8% Orchid $23,475 $39,375 0 Sebastian $12,165 $26,654 684 151 Vero Beach $20,310 $26,877 1,686 9.8% 314 6.2% Indian River County 1 $17,825 $28,961 I 7,748 8.7% 1,601 5.9% Source: 1990 Census, U.S. Bureau of the Census INDIAN RIVER COUNTY PER CAPITA INCOME 8& FLORIDA PRICE LEVEL INDEX Year Florida Price Leyel Index "Rank 1988 7M$24,292 100.87 10 1989 97.50 18 1990 97.37 21 Per Capita Income=Personal Income before deductions for personal income tax or other taxes but after deductions for social insurance. Figures are adjusted to a place -of -residence basis using journey - to -work data from the Census of Population. The Florida Price Level Index is prepared each year by the Govemoes Office of Planning and Budgeting. The index is computed from a sample of prices in the categories of food, housing, apparel, transportation and a composite of health, recreation and personal services. An index of each category is derived by averaging item prices and applying a weight representing their relative importance. Each county index is weighted by its population to give a state index of 100. 'Rank among Florida's 67 counties Source: Bureau of Economic & Business Research, Economic Leaflets -July 1992 21 CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE (407) 589-5330 FAX (407) 589-5570 TO: Fla, Dept. of Env. Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, FL 32399-2400 LE7TE1Q OF WANSAMAL owrE March 4, 1994 WE ARE SENDING YOU ® ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ COPY OF LETTER ❑ COPY OF MEMO ❑ PERMIT APPLICATION ❑ PRINTS ❑ SPECIFICATIONS ❑ CHANGE ORDER ❑ SHOP DRAWINGS ® OTHER Survey COPIES DATE DESCRIPTION 1 3/4/94 1994 Wastewater User Charge Survey THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED (�IFOR YOUR USE ❑ APPROVED AS NOTED �AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ FOR REVIEW AND COMMENT ❑ OTHER REMARKS: ❑ RESUBMIT _ COPIES FOR APPROVAL ❑ SUBMIT_COPIES FOR DISTRIBUTION ❑ RETURN CORRECTED PRINTS COPY TO: SIGNED: yo ti, � 4 ,yr6wz IPSACLCaSURESAMAVTASADTED, 9MLY"IFYUSATOALE 1994 Wastewater User Charge Survey Bureau of local Government Wastewater Financial Assistance Florida Department of Environmental Protection Community Name and Address: Name of person providing this information Rirhard R_ Vni-apka, Utilities Director Address cii-M nf 4eha¢tian 1975 Mai 41 oc1-, gabar -la rz 32958 Phone Number (An7) 589-5330 If your community does not treat its wastewater, what entity provides this service? The City provides wastewater treatm Park Place, Palm Lake Club, and lifer station cystme s. 1. How many households (not population) or equivaQen residential units in your community receive Wastewater treatment services? 570 hollaeholda 2. What is the estimated median household income in your community?$26,654 as per the July 1992 Bureau of Economic & Business Research, Economic Leaflet What year does this data represent? 1989 3. If your community has sewage treatment facility(ies), What is the average daily flow for the month that has the maximum flow during the preceding 12 months? 0.08 mgd in October, 1493. 4. What is the current single family residential user charge? (Please include treatment cost even if that service is provided by some other entity.) (a) Average .................. $ 30_.50 /month (b) Minimum.... .... $ 16 79 /month (c) User charge is based upon: 100& Water use @$2,75/1000 gals. up to max. of 10,0 $13 00 Flat rate Base Fac11i Charge n/a Number of plumbing fees S1 71; Other(Specify) Billing Charge 5. What is the Sewer System connection fee charged for a single family residence? $ 500 On, if a service lateral must be installed. 6. What is the Sewer System impact fee charged for a single family residence? $ 1,650.00. 7. Are other fees charged for new Sewer System connections? Yes No If yes, how much and explain. $85,00 $60.00 Security Deposit 8. Add comments, if any, here. Thank you for your assistance. Please return this form by March 15, 1994 to: Bureau of Local Government Wastewater Financial Assistance Florida Department of Environmental Protection Twin Towers office Building 2600 Blair stone Road Tallahassee, Florida 32399-2400 Attention: J.N. Ramaswamy CITY OF SEBASTIAN UTILITIES DEPARTMENT DATE: February 10, 1994 TIME: 2:40 p.m. [x] TELEPHONE CONFERENCE WITH Lee Miller, Wastewater Section, FDEP, Orlando SUBJECT: Percolation Ponds at the Wastewater Treatment Plant RESUME OF CONVERSATION: I called Lee Miller in reference to Leighton Hew's call yesterday from Miami, Florida. Leighton Hew is the Engineering Director for GDU. I told Lee that the City of Sebastian has purchased the GDU Sebastian Highlands wastewater system. Since GDU's wastewater plant is limited in its treatment capacity because the percolation ponds are only rated at 142,000 gpd, the City was interested in re -rating the ponds. Leighton Hew informed me that GDU had applied to the FDEP for a re -rating permit and that yesterday Lee Miller called to say that the permit should be either withdrawn or denied. Once I told Lee that the City bought the GDU system, he told me to have Leighton Hew send a letter of withdrawal. Chances are the FDEP would not allow the percolation ponds to be re -rated. He strongly advised me not to reapply on behalf of the City. I told Lee that the City was considering reuse of an 80 acre grove to the west. Lee said that the minimum size wastewater treatment plant to provide reuse is 0.5 MGD, so our wastewater treatment plant does not qualify. Lee also said that the grove owner has to agree to not sell his fruit if reuse water is applied. I told Lee that there was no sense to pursue this any further if that was a condition. I will notify Gary Revoir at Hartman & Associates because they are looking at re -rating the wastewater plant percolation ponds and possible use of the adjacent grove for reuse. Follow Up - I called Leighton Hew of GDU and told him to send a letter of withdrawal to Lee Miller as soon as possible. He agreed and said he'd send a copy to me. I called Gary Revoir at Hartman & Associates, who had also called Lee Miller. Gary told me that the reason why the grove owner couldn't sell his fruit if reuse water was used is that our plant only provides "secondary" treatment. The City would have to put additional filters in prior to the chlorine contact chamber before irrigating the grove. This would allow the grove owner to sell the fruit. ORIGINATED BY: COPY TO: ■ena\abler City of Sebastian POST OFFICE BOX 780127 0 SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589.5330 0 FAX (407) 589-5570 'N1 J 1111 I AIN D "Ij -H DATE: April 11, 1994 TO: Dan Eckis, City Engineer/Public Works Director FROM: Richard B. Votapka, Utilities Director k 3 ul SUBJECT: Repair of Entrance Road to the Bailey Drive Wastewater Treatment Plant Ron Briskie, our Plant Supervisor, brought to my attention that the road into the Bailey Drive wastewater treatment plant has deteriorated in several places a shown on the attached map. Could YOU possibly have your road maintenance crew repair the road sometime in the not too distant future. I can have Ron Briskie meet with you on site to show you exactly what he has in mind. NOTE: Jerry Thomas met with Ron Briskie on April 11, 1994 to repair the entrance road before the memo was signed by me. tk: Amw266. 8' WPP / I rAw I r w I PACE SOd'02' f l bW. (NON—NML)•�y INC. L8 1 "m c4p S.00'01'24wW. (0) ' 080 130.76'(M) 130.66' (PeFO) w r pip f s L ' . T OF M4CT A DR A e" Rjw43564 1 t; a= 9'14'45" 24 IM rGCY .LB T10 p 7Rpc�csTRnr<ih AmI V.V l' rrrP) ;3Y 9 `x 3 w 54a 11' umfm OF PLAT C.B. N.85*.7i'2( ' 8 N.00'02' 15"'E. CH 7 X%/7") 33 3 � N.'d0'01 '24to (D) C. B. = N. 85'20'2 ) _ CH = 70 ?. V(n ) ;,r.ZN7 sc ' '09 0 •e t d Lov' SP I ' 1"* SE7 PK --•-- _. __--� v,► DISK "LB 26C �1% ww - -i 1 tp 1 • 96.19' r� i ,.}. Ts.ors2r3t=E JA C.A. . L 3 .• Lr 1 ,v e<...1, MPTm PIT SCHUMANN SH6RE UK �W CONIC. PM n n 3�' ,r SURVEY ,V E TSE �I 01. :.1 Jq CS TANK MEW PLOG. -1 STY. �` CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE (407) 589-5330 FAX (407) 589-5570 TO: J & J Baker Enterprises, Inc. PO Box 1843 Patna Oorda. FL 33951-1843 LETT OF TUANSMITTAL Dere Aori112.1994 ATrENnON: Re: Sl Anal is for the Sebastian d Was Treatment Plant WE ARE SENDING YOU k ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ COPY OF LETTER ❑ COPY OF MEMO ❑ PERMIT APPLICATION ❑ PRINTS ❑ SPECIFICATIONS ❑ CHANGE ORDER ❑ SHOP DRAWINGS ❑ OTHER COPIES DATE DESCRIPTION 1 1/18/94 Sludge Analysis Report for the Sebastian Highlands Wastewater Treatment Plant THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED "FOR YOUR USE ❑ APPROVED AS NOTED fpS REOUESTED ❑ RETURNED FOR CORRECTIONS ❑ FOR REVIEW AND COMMENT ❑ OTHER REMARKS: COPY TO: ❑ RESUBMIT _ COPIES FOR APPROVAL ❑ SUBMIT—COPIES FOR DISTRIBUTION ❑ RETURN _ CORRECTED PRINTS SIGNED: JF EACLOMRRSAW ACTASAVMD, KWLYAMJFTVSAT OACS If. '94-04-11 15:59 ENVIROMETRICS/VERO BEACH, FLA ENVIROMETRICS ANALYTICAL LABORATORIES SLUDGE ANALYSIS REPORT HRS ID 83154 SAMPLE I.D. SEBASTIAN UTILITIES ° pafjC.; LABORATORY CODE # 9400613 From `,4v') SAMPLE LOCATION INDIAN RIVER COUNTY Phots a DATE SAMPLED 1118/94 Fm* SAMPLED BY R. BRISKIE RECEIVED IN LAB 1/18/94 1200 CEILING PARAMETERS CONC. pH, std units 7.01 TOTAL SOLIDS, % 2.11 TOTAL N, % 2.39 TOTAL P. % 0.85 TOTAL K, % 0.19 COPPER, Cu (mg/kg) 599.20 3000 ZINC, Zn (mglkg) 601.22 10000 LEAD, Pb (mg/kg) 11.44 1500 NICKEL, Ni (mg/kg) 9.62 500 CADMIUM, Cd (mg/kg) 1.92 100 GRACE TREADWAY, 0.111 h �� DATE Ref.: "EPA Methods for Chemical Analysis of Water & Wastes "Standard Methods for Examination of Water and Wastewater.", 18 th Edition Poetat- Fax Note 7671i Dale c — // ° pafjC.; To From `,4v') COA)OPt 5?6 . C. Ti % `t;' , ce. L—:�4 ✓ , ip fn t rte, r Phots a Pno"e / 'l favi ` - Fm* P.1 GENERATORS May 18, 1994 Filbert Street Water Treatment Plant ONAN Model No. 35ODFN17R/18781C Serial No. 6810583229 Bailey Drive Wastewater Treatment Plant ONAN Model No. 100.ODYC-15R718988J Serial No. B800483528 City of Sebastian 1225 MAIN STREET ❑ SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 June 2, 1994 Mr. Mike Newman Newman Sons 3076 North Kings Highway Ft. Pierce, FL 34951 RE: Maintenance Agreements for Diesel Generator Sets at the Filbert Street Water and Bailey Drive Wastewater Treatment Plants, Sebastian, Florida Dear Mr. Newman: Please find enclosed both fully executed Maintenance Agreements as referenced above. These Agreements shall be effective for the period June 1, 1994 to May 31, 1995 by virtue of the date of the City Manager's signature. The Agreements can be extended for an additional year in accordance with the terms found on page two. I will write the purchase order requisition soon for the annual payment. Please schedule your first regular inspection of both plant generators as soon as your schedule permits. Sincerely, Richard B. Votapka, P.E. Utilities Director RBV/nsv CC: City Manager, Joel Koford, with signed original Agreements City Clerk, Kay O'Halloran, with signed original Agreements I�- p a- d A; cC „Y, _a 7 Gp D ul m G Iy Y 3 > F�=f+7 �W7yOd � � � Cd N F. ° u.U0m:9 y'^ O V Q N U 7 QUAifl C•0 vco F• !Z_�ZS, tZZi CYcj�S�,.=:J i:J i N �f. 3 "Cd' o «Q 47IOW' t —j+ -.C.V>z Y 0Ln V N O U N u` U a u <u! C 1ilF04.2_ W> CFS N E FDO a f+. O m ca �+ _ b0 O "U N ti Y Ld V wOZ E co CKS O G �" A a m 07 MO N b O X W W 00 >: yo C1 C) 'ate O UA G ro z o O �� GLN.y Q COL v LL ti '++ cd Z co a: P.I O Com, U U cd :j tr' Wbnw N O Cz a^' anicd ca No W NY cc y HE"b A U 0+I�a°Ji m U w 81) 1T M '.� "� eco U cu u �cd.— CIS 0PbG o aio W a WF�/ .E�'^ \✓O Ucd 'D + Na Y R H LU'yXC cC'tiO N OOy M lP. 10 V >, O � O (� F r b �/ b N cd C0 h .0.. O UO •.>, P+U O ,� y. N `� Q >. � � R1 W o {L IL Cil aj U W U (d U > U UO yam°m_ a- C yd d �Ur/� 7 [ n^o �j cd a� >,� WTOO N y co '.' 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City of Sebastian 1225 MAIN STREET n SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 C1 FAX (407) 589-5570 June 24, 1994 Mr. George A. Simon, P.E. Carter Associates, Inc. 1708 21st Street Vero Beach, FL 32960 RE: Atlantic Coast Enterprises Consumptive Use Permit Application No. 2-061-0183 AUF, Section 7, Township 315, Range 39 East, Sebastian, FL Dear Mr. Simon: I have received your letter dated June 13, 1994 in reference to the above. As a result, I conferred with Gary Revoir, Project Engineer with Hartman & Associates for the City of Sebastian Master Water and Wastewater Plan. Subsequent to our discussions, the following response is in regard to the availability of reclaimed (reuse) water from the City of Sebastian's wastewater treatment plant for the Atlantic Coast Enterprise Grove. The City of Sebastian owns and operates a 300,000 gallon/day wastewater treatment plant (WWTP). The facility currently produces secondary treated effluent for disposal via percolation ponds located on the treatment plant site. The percolation ponds have a maximum annual average capacity of 142,000 gal/day. The 1993 average annual daily flow from the City's WWTP was only 66,000 gallons per day. Based on the current treatment capabilities, the City of Sebastian can not produce or supply reclaimed water. However, Hartman & Associates, Inc. is currently completing the City's Master Water and Wastewater Plan which recommends increasing effluent disposal methods consisting solely of reclaimed water usage. Therefore, the City plans to construct the necessary facilities to produce reclaimed water to increase the ,effluent disposal capacity beyond 142,000 gal/day. The City estimates that these facilities will be completed and reclaimed water will be available by 1996. In view of the above, the City would desire Page 2 of 2 June 24, 1994 Letter to George A. Simon consideration of use of reclaimed water produced at the WWTP for spray irrigation at the Atlantic Coast Grove in the future. your client's grove is north of and adjacent to the City's WWTP and would be less expensive to transmit effluent capacity than the few other options available. Sincerely, Richard B. Votapka, P.E. Utilities Director RBV/nsv CC: City Manager Joel Koford Gary Revoir, Hartman & Associates � 4 p uDn a DaYDD YDG scv[a --- nom � �'� ■ 1 / Y AfHl4I lYNf nrY pNp MDM YVf K SfBIDM NOI D. o. "wr " x 1"" y HDY��_DSW' � SB�f S.iW. 22 yii Vs` s S.89'19'02"W.(D) R ,k' O � � M��L6 n i q NP.itin s.DY N� e� da gR tea, C) �-- xr F �• IY � N Il�j "1 F — c a %g NY IV i�s � 88 d N i - ::u ------------------- FVp �C� l r �1 sad � } S uDn a DaYDD YDG scv[a --- nom � �'� ■ 1 / -- AfHl4I lYNf nrY pNp MDM YVf K SfBIDM NOI D. o. "wr " x 1"" y HDY��_DSW' � SB�f S.iW. 22 yii Vs` s S.89'19'02"W.(D) R ,k' yj B 5 `(0) O n i gR tea, C) IY � N Il�j "1 F ab %g T yi 016/24/94 15:33 Q001 Em ®® HARTMAN & ASSOCIATES, INC. i—v//- � engineers, hydrogeologisls, surveyors & management consultants 201 EAST PINE STREET – SUITE 1000 – ORLANDO. FL 32801 TFIFPHONF (4n7) Ado-j"q FAY (am) 9z0_1700 ' FACSIMILE TRANSMITTAL TO:V �a�+l_ _ FROM: DATE: 9 RE: _ A� is rw". Co oc� A WE ARE SENDING YOU. --Z PACES, INCLUDING THIS COVER SHEET. THESE PAGES ARE BEING TRANSMITTED AS INDICATED BELOW: �(AS REQUESTED FOR YOUR USE lR FOR YOUR COMMENTS (X FOR YOUR APPROVAL HARD COPY: ❑ WILL BE SENT VIA REGULAR MAIL ❑ WILL BE SENT VIA OVERNIGHT MAIL 19 WILL BE SENT BY FACSIMILE ONLY MESSA CE: Lc: IF THERE ARE QUESTIONS OR PROBLEMS WITH THIS TRANSMITTAL, PLEASE CALL (407) 839-3955 E June 24, 1994 Mr. George A. Simon, P.E. Carter Associates, Inc. 1708 21st Street Vero Beach, Florida 32960 Re: City of Sebastian WWTP Dear Mr. Simon: The following is in response to your letter to my office dated June 13, 1994 regarding the availability of reclaimed water from the City of Sebastian's WWTP for use as a source of reuse water supply for the Atlantic Coast Enterprise Grove. The City of Sebastian owns and operates a 0.30 MGD WWTP. The facility currently produces secondary treated effluent for disposal via percolation ponds located on the treatment plant site. The percolation ponds have a maximum annual average capacity of 0.142 MGD. The 1993 average annual daily flow from the City's WWTP was 0.066 MGD. Based on the current facilities, the City of Sebastian can not produce or supply reclaimed water. However, the City is currently completing a Comprehensive Water and Wastewater Master Plan. The Master Plan evaluated several alternative methods of increasing the effluent disposal beyond the current maximum annual average capacity of 0.142 MGD. The recommended methods consist solely of reclaimed water usage. Therefore, the City plans to construct the necessary facilities to produce reclaimed water to increase the effluent disposal capacity beyond 0.142 MGD. The City estimates that Lhese facilities will be completed and reclaimed water will be available by 1996. At such time, the City estimates that additional effluent disposal capacity will be desired. Therefore, the City would desire consideration of use of reclaimed water produced at the WWTP for spray irrigation at the Atlantic Coast Grove in the future. The give is adjacent to the City's WWTP and would be less expensive to transmit effluent capacity than the few other options avaiable. Tf yeu hwrr jr quoationc c,i uc�siva r-e:c,—please-a4viaa Very Truly Yours, Richard B. Votapka, P.E. CC: Mr. City of Sebastian 1225 MAIN STREET a SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 11 FAX (407) 589-5570 June 29, 1994 Aquatic Eco Systems 2056 Apopka Blvd. Apopka, Florida 32703 RE: RETURN N0. 3361 Attn: Doug Dear Doug: I am sending you our YSI Model 51B and Model 54A dissolved oxygen meters along with the sensing probe so you can calibrate these units. It is my understanding from our earlier telephone conversation that you can calibrate both meters for $40.00 each and complete the job is approximately 24 hours. Please proceed with the calibration considering that this letter provides the authorization for you to do so. Also, the Model 51B does not have a handle. Please attach a new or used handle if you have one available and bill us accordingly. RBV/nsv CC: Ron Briskie, Plant Supervisor Sincerely, Richard B. Votapka, P.E. Utilities Director /l6Yl 7/27/9¢ City of Sebastian 1225 MAIN STREET 11 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 El FAX (407) 589-5570 DATE: December 20, 1994 TO: Emergency Generator File FROM: Richard Votapka, Utilities Director (1(3\) SUBJECT: Capacity of Emergency Generators at the Filbert St. Water Treatment Plant and Bailey Drive Wastewater Treatment Plant 1. The Filbert Street Water Plant has a 350 KW diesel generator 2. The Bailey Drive Wastewater Treatment Plant has a 100 KW diesel generator. /sg City of Sebastian 1225 MAIN STREET 0 SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 0 FAX (407) 589-5570 M IE M J 5? A V u m DATE: Feb. 24, 1995 T0: Skip Cruce FR011: Richard B. Votapka, Utilities Director SUBJECT: Repairs to Stationary Emergency Generators at the Water and Wastewater Plants Attached are the Maintenance Agreement Service Record reports dated Feb. 15, 1995 from Newman Sons. According to their recent inspection, Newman Sons reported that the top left radiator hose needs to be replaced on the water plant generator. The radiator cap and an alternator bolt (3/8" diameter x 4 1/2" x 5" long) needs to be replaced on the wastewater plant generator. Can you, Bob, and Randy do these repairs or must I have Newman Sons perform the work? Please assess the difficulty of the repairs and let me know as soon as possible. ae-uws-�. of 'h+_ vV.asvallJ �°+"b�- si'�.s •F � radru�o.� up,, rxcQ..4fu P NEWMAN SONS Yr We Dependable Quality Service 40M N. Kings Hwy. Ft. Pierce, Fl 34951 (407) 465-2490 Authorized STAND BY Dealer Cummins/ Onan MARINE Kohler R.V. 25 Yrs. Experience Generac Generator Sales & Service (407) 465-2490 (24 Hr. Emergency Service) �M�tt��tiMI�P ,Z I�XPP11tPItf I ❑ Gu/Gaso Generator Sets Model # ........[,.......bx).:....... 1.7:.f /....f. .1 .1..(....... Serial * ............ Location .......... f:a:..:%/c iT................................ Battery, electrolyte, level, connections ❑ Oil pressure ....�... lbs.! %� I )C�_ ❑ Water temperature ..1.(!�l•1• �F• �v Loose connections, (fuel lines,�t tings, and electrical) i1gv/ [ , Voltage and frequency 2AQ:..V..G: %!.... Hertz ❑ Brushes `d' Unusual noises and vibrations ❑" Slip rings and commutator Test controls and instruments ❑ carburetor adjustments [�] Governor adjustments ❑ Test unit under building load Diesel Generator Seb ...Eng. Hn.�7-�'�.....G7 ............... ............ LJ Test unit under no load �[] (looting system (proper ventilati(n, coolant --level, antifreeze) ❑ Ignition system, Gu/Guo only ❑' Fucl system, pump and injectors, Diesel only ❑ Choke setting ( Load transfer switch t, Yes No aAee ❑ C9 Clanged oil ......................... > ❑ I] Fuel Filters Qts. ❑ ❑' Ganged oil filter ❑ D Serviced air cleaner ❑ ❑ Engine tune-up — Gu/Gaso only r 1 (l ..4?..C>... `!Q..'1: �5:..1:::C,LC..�4.1.(b..:./17:...`( i•Uie..<..1f .11o.:.f.�'......��.:�:�:�.t..................... Remarks ...... i ............................... .......................................................................................................... -) ...................... Ihte Authorized Sign are NEWMAN SONS Dependable Quality Service ilsW N. Kings Hwy. Ft. Pierce. FL 34951 (407) 465.2490 Authorized STAND BY Dealer Cummins/ Onan MARINE Kohler R.V. 25 Yrs. Experience Generac Generator Sales & Service (407) 465-2490 (24 Hr. Emergency Service) n Gas/Gasp Generator Sets Diesel Generator Sets Model# ........ ...... I.Ce'l ..... ....... Serial 4 ........ ................................................................... vflltist Eng. Hrs. ............................... Location .............. ................................................................. ........................... I ........ Ed Battery, electrolyte, level, connections Q Test unit under no load L Oil pressure6,12 .......... lbs. L'q❑ Cooling system (proper ventilawoe. cool" level, antifreeze) EWater temperature ,OF. / Loose connections, (fuel lines, fittings, and C] ignition system, Gu/Guo only electrical) ',7111) [D Fuel system, pump and injectors, Diesel only 0 Voltage and frequency ..... : ..... . ....... ... Hertz E] Choke setting 0 Brushes E] Load transfer switch o Unusual noises and vibrations El Slip rings and commutator Yes 0 No n. Changed oil ......................... Test controls and instruments 0 d Fuel Filters Qts - F -1 Carburetor adjustments 11 EJ Changed oil filter [J Governor adjustments El Serviced air cleaner F-1 Test unit tinder building load ❑ Engine tune-up — Gair/Guor only Remarks ... 1-11� ... .. ..... ....... ............................... .............................. .................... ............ ............ �i) ... 6' ............. .... ...... . ..... ................ ........ ........... ... . ........ ............................. .................... ... ............... .. ... ......... .. * ................ .... . ... .......... \0Do ............. ized Signsou r. Aurbori . ..... .... t e City of Sebastian 1225 MAIN STREET El SEBASTIAN, FLORIDA 32958. TELEPHONE (407) 589-5330 U FAX (407) 589-5570 September 11, 1995 Mrs. Jane Burton President Bio Services Of Vero Inc 2501 27th Avenue A-6 Vero Beach; F1 32960 RE: Sebastian Highlands Wastewater Treatment Plant Dear Mrs. Burton: This letter is in response to your letter of August 25, 1995 in reference to maintenance problems experienced at the Sebastian Highlands Wastewater Treatment Plant. Being that our entire maintenance staff in Utilities has been reduced to three employees, they have not had time in recent months to pull the weeds which grew in the percolation ponds north of the wastewater treatment plant. It was my intention to utilize the percolation ponds south of the plant until such time when Indian River County took over the operation on October 1,1995. The County has the manpower and equipment to maintain these ponds. In the interim, though, I have arranged for Indian River Correctional Institution inmates to pull the weeds and our Public Works Department to haul them off and till the northern ponds. This work should be accomplished during this week. Then the ponds will be rotated immediately. The booster pump utilized to supply water for washing down the wastewater plant was repaired and placed back into operation on September 7, 1995. Lastly, our Plant Superintendent, Skip Cruce made arrangements with Cybertech in Melbourne, Florida to repair Blower No. 2 whose bearings recently failed. Cybertech technicians were able to remove the blower the day after Labor Day, September 5th, to repair the blower. This was the earliest possible time that they could come to Sebastian because of their schedule. Repairs should take no more than two weeks before the blower is restored to service. Page 2 of 2 Jane Burton Memo 9/11/95 I fully understand that we have only one blower operating which is all that is needed to supply the required amount of air for proper operation of the plant. However, the City is not at a position at this time to purchase a backup blower since there are less than three weeks remaining before Indian River County will operate the plant. The County Utilities Department intends to decommission the wastewater treatment plant as soon as it can physically connect the two master lift stations to its force main in the U.S. Highway #1 right-of-way. Should the remaining blower fail, I will contact Indian River county Utilities to assist the City for emergency backup. Sincerely, Richard B. Votapka,PE Public Works/Utilities Director RBV/lk cc: City Manager Joel Koford burton 09/3/1995 08:10 4075621125 BIO SERVICES OF VERO PAGE 01 BIO -SERVICES OF VERO, INC. 2501 27TH AVENUE A-6 - VERO BEACH, FLORIDA 32960 - 407/569-2284 STATE CERTIFIED LABORATORY STATE CERTIFIED OPERATORS DHRS LAB NOS. 83121 & E83013 August 25, 1995 Rich B. Votapak Public Works/Utilities Director City of Sebastian 1225 Main Street Sebastian, Florida 32958 Submitted Via FAX: 407/589-5570 Re: Sebastian Highlands WWTP --- ID #3031P03280; Permit# 13031-233039 This is written confirmation of our verbal conversation earlier today. Our contract with the City of Sebastian specified that we notify you of maintenance and/or equipment malfunction for corrective action as well as the supervision of plant operation to insure DEP Permit compliance_ We have complied with our responsibilities by reporting the following items to you and/or your representative: 1- The Percolation Ponds' need for mowing has been mentioned several times. 2- According to your Permit the Percolation Ponds are to be rotated as outlined in Item No. 11 of the Special Conditions of the above Permit. To date our requests for pond rotation have been ignored. 3- The Booster Pump utilized to supply water to the plant itself which is used to wash down the plant has malfunctioned. Our requests to have that pump replaced to date have been denied. Realizing that a plant can not be operated properly without water, we requested that water be provided to the plant. Your personnel found hoses and connected them to a hosebibb on the outside of the Maintenance Building and ran the hoses to the top of the plant. This action by your staff was neither condem nor condoned by Bio -Services. Upon inspection by Debra Laisure, E. I. of the DEP, it is our understanding that Skip Cruce informed the DEP that Tom Burton from our office had done this. The Inspector then cited the system for lacking an RPZ. Bio -Services at no time connected and or placed hoses at the above WWTP. We take no responsibility for the above action and will so inform the DEP Drinking Water Compliance Section. However, we stand by our request for an adequate water supply to wash down the plant. Our contract excludes us from performing maintenance and/or equipment repairs. Our responsibility is to inform you and/or your Designee of these items for corrective action. 4- On Friday, one of the two blowers at the WWTP had to be taken off line because the bearings are going. If not repaired, this will leave the plant operating on a single blower and without a backup blower. 08/2+/1995 08:10 4075621125 BIO SERVICES OF VERO PAGE 02 Sebastian Highlands WWTP August 25, 1995 Page 2 In the past, Bio -Services and the City of Sebastian have enjoyed an amicable working relationship which we hope will continue. However, we will not assume responsibility for the actions taken at the above system by representatives of the City of Sebastian. We have fulfilled our responsibility by bringing these items to your attention. The corrective action which is or is not taken is the sole responsibility of the persons in authority with the City of Sebastain. Any reference taken to shift this responsibility to Bio -Services will not be tolerated and Bio - Services will act accordingly. Your consideration to resolve this situation with members of your staff will be greatly appreciated. Upon review should questions arise or additional information be needed please do not hesitate to contact me. Respectfully sub Jane P. (Burton, CES Certified Operator C-6513 ENVIROMETRICS, INC. 683 S.W. 27TH Avenue Vero Beach, FL. 32968 (407) 562-1968 October 02, 1995 HRS ID 83214 & E83154 TO: Sebastian Utilities 170 Filbert St. Sebastian, F1. 32958 Sample Identification: Sample Location: Sample Type: Sampled By: Sample Date: Sample Received: Lab Log: Effluent/Influent Indian River County Grab/Composite Randy Bonar 9/07/95 0730-1530,9/18/95 0730-1530 9/19/95 9/08/95 0915,9/19/95 0835 9509738-9509739,9510063-9510065 Parameters expressed as mg/l except as noted Respectfully Submitted, Grace Treadu re Ref.:"Std. Methods for the Examination of Water & Wastewater." 18th ed. "EPA Methods for the Chemical Analysis of Water Waste." March 1979 Date Parameters Method # Influent Effluent Analyzed CBOD/5 9/07 SM5210B 180 < 2.7 9/08 TSS 160.2 240 4.2 9/08 CBOD/5 9/18 SM5210B 163 3.5 9/19 TSS 160.2 131 6.0 9/19 Nitrate, N 353.2 --- 14.4 9/20 Fecal Coliform, 9/19 SM9222D --- < 1 9/19 col/100 mis NOTE: < = Less Than * = Composite Sample Parameters expressed as mg/l except as noted Respectfully Submitted, Grace Treadu re Ref.:"Std. Methods for the Examination of Water & Wastewater." 18th ed. "EPA Methods for the Chemical Analysis of Water Waste." March 1979