Loading...
HomeMy WebLinkAbout1993 05 11 - North City Water Plant & Well FieldsP2oPos� � F3 Act E SVTE Rel` NozTH CITY W A �Ez -TF-Em MEQ ]T r��An1T 4t8.-31 _ 3o LA oScPE 6Urre _ 321rdE W-Sci,nFec�. WL b1�cu.nicCE lS A��oweO iti l h1 D I A rJ tZ'' j 125' DIA:. ws G2.oUND W ATE'2 W A aC S`f Dt2AGe liJ Tr1 N1 V1 [oz Iz' W at_ 125 , D1A, Z.,S Mca MA"zE�tA� � ST02AG E `( AZ D Gr�OUND ws W ATE'2 F3LDC; liJ SToPAG� TANK cl V Y_ paQ�,N� 2EAIZ Sc2V16F pRNE WA-fE1Z T2EAi M�.,7 T Z SO" ",�ILONT" DRWY d�,P 2—SESN5T�f�,N C 'IT Y Ht-L COMPLEX 2bP o5 ED NoiZTH GiTY W A t E2 —TIZEI>iM GlJT PLANT N trr = tCXD/ (012.1 1q3 Irl �R1DGE CRPNL. T� UALL I OFFICES Pti�7 Vi2mI�r�G .� WItvIZ)Ou-IS TOVJhfLDS CP -N HI\LL PUMPS & EQUIP"V�-T . a— �6LD6� FRON i KACADE sDwK PAEviQ(S d i s ^E \NEV! OF (0121 193 City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 June 21, 1993 Miss Oksana Fung 997 East River Oaks Drive Indialantic, Florida 32903 Re: North City Water Treatment Plant Dear Oksana: As per our phone conversation today, I am sending you information on "Financing Programs" from the Hartman and Associates June 24, 1991 Report; a site plan for the proposed plant; the proposed cross-section for the plant; and a copy of my notes from the April 22, 1993, meeting I had with Hal Schmidt of Hartman & Associates to size the storage tanks and site. If you have any questions, please give me a call at (407) 589- 5330 ext. 45. Sincerely, Richard B. Votapka, P.E. Utilities Director RBV:js enclosure i C1"CY WA7M 2E-AMAE- tT Pl r rT �t1'>�S7\0.N, �l.A2iDq J vuA-KI P. U, D, 41.8.31L 5� N� � ptGQF.,S 2.1 C FT'-( H Pr1, C-VtA P l-5). "p, I N S -i. 8 ILc c5 % 4356o' -F 34 8 4 v0 — Ac 833.o(e LF 418.31 y48.7S- - 335-55 sZ.73 j�) 93l.ore PLAll In Di �w N =22, Ms�C\µG \.r�-T1d 1-lhL SCHNID'T ov F{nz-tri,�.t, Q, F�ssoc�q-�, (N�, A,.7D CA2L Ju�ia� -P 8, V� P2br osc� 6 kc z E Si i E FOZ NACiZ H CIT Wk-\IEIR- - ZUJML� PANT 2— SEi r N S cNk.-E I" =ioo/ F I I O I m I o Q Z I y S 45"0323" E I 00.so r \-I QEF r S 44"25'09E r, cn 310.03' eryA ell J (i G52 <.12 o ce rwD n2E b ylSczr 8 m m �I m 3S18�w n� 1B'd.Bs, dp G 10()sg2, 8E61:�A �`1BDIN210N i01 � ���--_ _..,,•tea �/ ;"':"--�: t � — — — — ---- __ _ MEMO TO FILE DATE May 11, 1993 FROM Richard B. Votapka, Utilities Director RE Proposed North City Water Plant to be located North of the City Hall/Police Station Complex ------------------------------------------------------------------- REASONS WHICH ARE ADVANTAGEOUS TO THE SITE NORTH OF THE POLICE STATION 1) Site can be integrated into the City Hall/Police Station Complex keeping the Utilities Department office in City Hall relatively close to the plant operation. This is beneficial for daily operations and communications and in terms of emergency management situations during hurricanes or severe thunderstorms. Response times between administrative offices and the plant is minimized. 2) The highest level of security would be available from the proximity to the Sebastian Police Department. A surveillance camera could be mounted on the Police Department's 150 foot high tower to keep the entire water plant complex under the watchful eye of the camera. A monitor screen could be set up for round the clock surveillance in the Police Station. 3) The plant could utilize emergency power from either the emergency generator at City Hall or at the Police Station. A stationary emergency generator will be required for the plant once the plant provides water to at least 350 residents (FAC Rule No.17- 555. 320 (6) ). 4) Radio transmitters could be mounted on top of the 150 foot high tower at the Police Department to provide telemetry to the Filbert and Manly Avenue water plants as well as the various lift stations and wastewater treatment plants the City will eventually have. 5) The plant will not be located amid a densely populated residential area. This is important since surrounding areas may be subject to toxic gases such as chlorine and ammonia in the event of a spill, and hydrogen sulfide (rotten egg) smell which is released into the air during any aeration process. 6) Any noise, lights, and traffic associated with the plant will not affect densely populated residential areas. Page Two of Two May 11, 1993 Memo to File Proposed North City Water Plant to be located North of the City/Hall Police Station Complex 7) The plant is located in an area where there should be an abundance of good quality water in the underground aquifer. The plant will be located in a recharge area because of the sand ridge. 8) Plant access is good via Cross Street which provides a direct link to Main Street. Chemical trucks and heavy equipment do not have to pass through residential neighborhoods. 9) Reject water (brine discharge) from membrane softening units may be allowed to discharge (possibly by gravity flow) and eastward to the Indian River if permission is granted by the EPA, St.Johns River Water Management District, and the DER. Direct discharge to the brackish water of the Indian River would eliminate the need for any retention ponds on site to percolate the brine discharge on site. 10) Well fields could be properly planned through the Saint Sebastian Planned Unit Development to provide wellhead protection with the necessary setbacks. If the plant were located within a section of the Sebastian Highlands, running raw water lines through residential areas would necessitate cutting the roads and repairing them. Also, the raw water lines may be subject to damage by other utility companies such as Southern Bell, Florida Power & Light Co., Falcon Cablevision should they bring their lines within the rights- of-way and easements where the raw water lines would be located. Thirdly, setbacks for the required wellhead protection would be more difficult if not impossible to meet in a densified residential neighborhood. it) The $i�e_ is hot' IDC,%.+t-d in ct -plood done . I1 L.M 6c - 1115k 4.,4 dry ,ti, +t+. &vet- o4� a w,a3" a hcrria.-Ane, or onusuz1 6eav, )x.,-;>d.t of rain�a�l Tkem4--, tNpJ%Q \-e-no ct iA"P+t:.% In pko+ cpce4ivn doG TO hit L, w44 r CITY OF SEBASTIAN UTILITIES DEPARTMENT DATE: March 2, 1993 TIME: 2:00 - 3:15 PM [ X] CONFERENCE WITH: DAVE FISHER ] TELEPHONE CONVERSATION WITH: SUBJECT: Meeting with Dave Fisher regarding Well Field, Water Treatment Planf and ------------------Water Distribution System ------------------------------ RESUME OF CONVERSATION: Dave, who is working with Peter Jones, Architect, came as a representative for his client, Carl Julian. Mr. Julian cans a large tract of land north, east and west of the Sebastian City Hall. The proposed development is known as the "St. Sebastian P.U.D." and it has received conceptual approval frau the Council. The project is classified as a DRI and has had to demonstrate that there was sufficient water available for its water system such that it would have no drawdown effect on anv wetlands. Dave said that Jim Frazee was contacted. Mr. Frazee is the Chief Hydrologist for the St. Johns River Water Management District. According to Mr. Frazee, the wells can be drilled to a depth of 130 feet, plus or minus, into the "Surficial Acquifer" to get good quality water and a plentiful supply. Dave said that to the best of his knowledge, no test well had ever been drilled on site. Dave said that in the past, there was correspondence sent to the City by Mr. Julian asking if the City would be interested in a well field which would be located on the PUD side. Dave said that a meeting was held with City Manager, Robb McClary in the past. A status report on the project was written. Dave said that Mr. Julian has been approached by a private firm (name unknaan) which claims it can get money frau the Farmer's Herne Administration to finance housing for the Sebastian PUD. Dave estimated the earliest possible time for initiation of construction will be a year from now. The FHM will allow funds to be allocated to the construction of utilities (i.e. water, sewer systems). ORIGINATED BY: COPY TO DPOE: 199.3 REF: Dave Fisher RESUME. OF CaVERSATICN, CCNT'D. We looked at the aerial photo that Dave brought. Dave said that the wells and plant can be located in an area northeast of the man made lake west of City Hall. This area would be close to the sand ridge and far away from the existing wetlands on site. The wetlands have all been identified. Dave said that he would like to knowwhat the size of the plant would be. Also, how much area would be needed. I told Dave that I'll talk with the City's ccnsultant, Hartman & Associates tarorraa. Mr. Julian also wants to know what the standard City specifications are for constructing the system. Mr. Julian only plans to construct 36 units for the first (lst) phase In any event, he will need a letter frcan us for FMHA's purposes that the City intends to provide water to the development The specifics of the letter can be worked out later. Dave said that he would like a letter sometime next week if Possible, ORIGINATE.^. 3Y: tti�of COPY '.'O City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 M -11iM0 .'?'AIJDV'K DATE: January 10, 1994 TO: North City Water Plant and Well Fields File FROM: Richard Votapka, Utilities Director W SUBJECT: Donated Parcels from GDC to the City of Sebastian Where Areas Exceed 8 Acres, A Minimum Necessary for a New Water Plant A minimum of 8 acres of land was determined by Hartman & Associates for constructing a new reverse osmosis or similar type 4 mgd water treatment plant. Out of the 60 parcels of land donated by GDC to the City of Sebastian, only 4 parcels exceed 8 acres as indicated above. They are Public Service Tracts as listed below: 26-31-38-01 1. Unit 13 Tract B 10.08 acres 2. Unit 13 Tract D 14.07 acres 19-31-39-01 3. Unit 17 Block 574 Tract I 33.73 acres 4. Unit 17 Block 593 Tract Q 8.49 acres 1. Unit 13, Tract B (10.08 acres) is a winding tract between Stonecrop Street on the east and the Sebastian River on the west. It is in a low lying area located in a floodway. The property is too narrow to lend itself to placement of a building and water storage tanks. 2. Unit 13, Tract D (14.07 acres) - I did not investigate this property fully, but aerial photographs reveal that there are wetlands on this tract. 3. Unit 17, Block 574, Tract I (33.73 acres) is a large tract of land surrounded by residential properties - west of Palm Lake Club, north and east of Sebastian Highlands, Unit 17, and south of New Horizons Mobile Home Park. Look at Flood Zone, proximity to water mains in GDU and size. Can only serve Palm Lake Club and Park Place unless a water main is run all the way up to the south City limits to be outside the GDU franchise territory for a distance of three miles. Installing Page 2 of 2 January 10, 1994 Memo re: Donated Parcels from GDU a water main up US 1 would not be feasible because there would be no customers to serve being that the US 1 corridor is under County jurisdiction. A 16" water main up Us 1 from the plant to the south City limits would cost approximately $380,000, based of $24.00 per linear foot. 4. Unit 17, Block 593, Tract Q (8.49 acres) in addition to all of the reasons from Tract I is an irregular shaped tract of land that would not be beneficial to proper placement of a water treatment plant in comparison to a rectangular piece of property. The western portion of Tract Q is much too narrow. PlZaEt-T TA 6E DOnks oN -THC P�toP05 Ep ICOR. 1 N C -C" W (A -Ti= -2 Pl.R Design Project Proposal OKsana f-vn F 17 Is +V ,Tndiala..dra 452-2809 NOM -TA OF cl-LY WAi1 . SENIOR PROJECT PROPOSALS are to be typed, bound in a three ring binder, and accompanied by a letter of transmittal (example attached). TITLE PAGE: The title page should have the name of the school and department, title of the proposed project, course number, name of the faculty member in charge, student's name and date of submission. Items should be centered (example on page 14). TABLE OF CONTENTS: Refer to a style manual in the CE Department Office. INTRODUCTION: Include a statement of the problem, name of client, name of academic advisor, need and purpose of the project, a site location map, a background and/or history of previous solutions or attempts. PROCEDURE (Method): A detailed description of the problem including: Scope - exactly what is to be accomplished Site Location Map Problem Constraints - social, political, economic, client desires Codes and Ordinances - availability and applicability Alternative Solutions - identify possible engineering solutions and indicate the source Investigation of - comparison of alternative solutions Alternatives weighed against constraints PROPOSED SCHEDULE: A time schedule, usually by week, of tasks to be accomplished. May best be presented as a bar chart. BUDGET: A budget for professional services. LIST OF REFERENCES: A comprehensive list of sources of information that may be relevant to the project. A library literature search is recommended as well as consultation with client and faculty. APPENDICES: The appendices should contain copies of pertinent extracts from codes, ordinances, and standards, lengthy calculations, computer output, drawings, weekly progress reports, and other information not appropriate for the main body of the report. RESUME: One page resume. r MianiverRArea o -Little Hollywood •Barefoot Bay *Sebastian •Fellsmere *Roseland Sebastian Proposes Building Water Plant In City's North End By JAMES KIRLEY Sebastian Bureau Chief The thirst of a growing city may one day be quenched with water from a plant located north of City Hall, drawing from well - fields located at the Sebastian air- port. This scenerlo, still in Its prellm- Inary stages, Is being discussed by city officials and owners of the St. Sebastian planned unit devel- opment. The 312 -acre site has plans to one day grow Into a mix- ture - of commercial and resi- dential properties, possibly with a 40 -acre community college cam- pus. St. Sebastian developers al- ready have reserved county wast- ewater service, but were without plans for drinking water. The idea of a north city water plant is new. Sebastian still plans to buy and expand the existing General Development Utilities plant onFilbert Street, says city Utilities Director Richard Vo- tapka. ' His preliminary thinking would have the former GDU plant serve city water customers south of County Road 512 and the new plant serve those north of the highway. "There's physical limitations to expanding that plant down there," Votapka said of the Filbert Street facility. "I have to see if we have enough area for wellfields. We're surrounded by residential com- munities down there. "But if we need wellflelds for the north city plant, we could run lines through St. Sebastian to the airport," he added. Eventually, Votapka said, he would look to phase out the for- mer GDU plant. Problems Inher- ent with its water purification process include trihalomethanes, a suspected cancer-causing agent, and the need to dispose of lime sludge left from Its water soft- ening process. The new north city plant would probably be built with modern re- verse osmosis technology, Vo- tapka said. The nearby city police station also would provide better secu. rity, he added, and the emergency generator at City Hall might be able to provide power to the north city plant during Its first phases. It Is still too early to estimate the cost of a north city water plant, Votapka said. His initial talks will aim at finding out how much "contribution in aid of con- struction;' St. Sebastian developer Carl Julian Is willing to give. This could take the form of do- nated land and agreements to place water pipes In the ground. UTILITIES (from page 1) cated in the former mayor's office), Votapka is taking the plunge into on-site inspection of the numerous small water treatment facilities now owned by the city and a larger one that may be acquired. Tuesday he accompanied. Glenn Schuessler of the Indian River County Public Health Unit on a tour of the General Development Utilities (GDU) Sebastian Highlands water treatment plant. The Filbert Street facility is being eyed for acquisition by the city. Votapka received word this week the city's pre -application for a Farmers Home Adminis- tration grant to fund the pur- chase of the plant has been approved. Last week, Hartman and Associates, the city's con- sulting firm charged with ne- gotiate ng the purchase, revealed the stalemate that had occurred was broken and the two sides were to sit down April 8. Along a circuitous route to the plant Votapka and Schuessler collected water samples from various locations - businesses, a school, a resi- dence - served by the GDU plant. Votapka noted the on- site results of tests of each that revealed, among other traits, the amountof chlorine (used as a disinfectant) in the water. Tests of the water inside Peli- can Island Elementary School showed chlorine at only a .5 ppm (parts per million) level (.2 is necessary for purifica- tion). The chlorine present in a sample collected outside the school on the school's grounds showed a 1.2 ppm level, 12 - times higher than necessary. The presence of a carbon fil- ter, said Schuessler, reduces the chlorine, and THM's, that enter the school's drinking water supply. Schuessler carried off a set of sample§ to be analyzed at a laboratory for the presence of trihalomethanes (THM's), which are produced when chlo- rine combines with organi8 matter. Analysis of samples taken by the public health unit taken in the fall of 1991 and the spring of 1992 showed higher than the acceptable level of 100 ppb (parts per billion) of THM's, the bi-product that the Environmental Protection Agency (EPA) says is carcino- genic. , Should the city acquire the GDU plant, chlorination would most likely be replaced by ammoniation, which has proven to be successful in low- ering THM levels. The June 1991 study, known as the Hartman report, says a THM control program could be in- stituted at a "low cost." But Votapka is looking at another possiblity for provid- ing municipal water and waste- water service. It may be to the city's advantage to build anew facility, according to his ideas, as, not only would it take care of THM problem - by using disinfection by osmosis - but it could be tailored to serve the city as it grows. The concept developed, said Votapka, after a visit from David Fisher, representing the St. Sebastian Planned Unit Development, an 311 -acre tract north and west of city hall. "The idea was formulated in response to the hold up on the The Sebastian Sun Week of April 2, 1993 Page 3 Rich Votapka stands by city hall water system Filbert Street plant," said fit into the scheme, serving as Votapka. "The PUD owners a pressure booster and general want water. They were look- storage area. ing toward the county or our Fulfilling more immediate own plant." responsiblities, Votapka has Votapka feels the city should been coordinating the city's take a look at 10 acres of unde- May 1 take-over of the Park veloped propgrty, owned by Place and Palm Lake Club Fisher, which separates the water and sewer systems from PUD from the city hall com- Indian River County. Votapka plex. The area, he feels, is large is determining the staffing re - enough for such a facility, and quirements for the system it - its close proxmity to city hall self, and he is coordinating with would aid in its administra- the finance department to de - tion. sign a bill. The GDU plant still would CITY OF SEBASTIAN UTILITIES DEPARTMENT DATE April 20, 1993 CONFERENCE WITH: [x ] TELEPHONE CONVERSATION WITH: Bankers - (589-7777) SUBJECT: North City Water Plant Site TIME: 1:20 PM Judy Rosenblatt, Coldwell RESUME OF CONVERSATION: Judy called me to inquire about the status of the North City Water Plant she read about in the newspaper. She has a client who is interested in selling a five (5) acre parcel on Palmetto Avenue. Judy wanted to know whether or not the City might be interested in buying the parcel for the new water plant. I explained to her several reasons why I had selected the location behind the City Police Station for the new plant and was not interested at this time in looking at a site on the south side of Palmetto Avenue. Judy wanted to know how many acres we needed. I told her that the acreage would be determined in my meeting with the City's consultants on Thursday, April 22nd. I could not give her an exact figure at this time. ORIGINATED BY: Corel:NM114f, d v/ -y f 741,j_r .®,,� 60 STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES HRS - INDIAN RIVER COUNTY PUBLIC HEALTH UNIT ENVIRONMENTAL HEALTH TELEPHONE (407(77&8321 190027TH STREET SUN-0OM 240-8321 VERO BEACH, FL 32960 FAX 778-6303 1 ?t 1 APR _ •993 . f April 9, 1993 Mr. Richard B. Votapka, P. E. Utilities Director City of Sebastian P. O. Box 780127 Sebastian, FL 32970 RE: Information Concerning the City of Sebastian Airport as a Potential Well Field and Previous Environmental Assessments Dear Mr. Votapka: Limited environmental assessment activities and knowledge concerning the Sebastian Airport area are retained at this office. Current records indicate the following facilities as having registered pollutant storage tank systems and/or record of discharges: J & S Aviation, FDER Storage Tank Facility #318509256, previously utilized two 2000 gallon and two 3000 gallon underground storage tanks. These systems were abandoned and removed in 1992. The required closure document indicated only minimal release of petroleum product within the region of the dispenser and fill port. These systems were replaced with an aboveground single walled tank within a concrete containment structure. Potential releases may occur from the containment structure when dissolved petroleum constituents are released with accumulated stormwater. The facility's handling of other hazardous substances such as waste oil, solvents or resins is unclear and currently undocumented with this office. LAWTON CHILES, GOVERNOR HRS -Indian River County Public Health Unit Mr. Richard B. Votapka, P. E. Page two Sebastian Aero Services, FDER Facility #318509231, utilizes one 10,000 gallon underground aviation fuel storage tank system. A current file review indicates this storage tank is in compliance. No discharges have been reported within the compliance monitoring wells. This facility has had a record of hazardous waste violations with the FDER Central District. More information may be acquired from the Hazardous Waste Section. City of Sebastian Golf Course facilities have reported petroleum product soil contamination. A previously unregistered site, the Sebastian Golf Course utilized a 275 gallon underground gasoline tank. This system was abandoned in April of 1991. Groundwater analysis indicated acceptable results. It is still unclear if soil contamination was encountered or still remains on site. The City Golf Course Maintenance Facility utilized two 275 gallon diesel tanks and one 250 gallon gasoline tank for vehicle fueling. These systems, originally designed for aboveground purposes, had been improperly partially buried. All three systems were abandoned and removed in April, 1991. The closure report indicated soil contami- nation was present. Current status of these soils is unknown. Groundwater was reportedly not impacted by these systems. It is important to note that on several occasions the mismanagement of hazardous and toxic substances was observed. An effort to educate the city staff on the potential ramifications of such activities was pursued. Current practices are unknown. All facilities surrounding the airport conducting maintenance either for the golf course or for aircraft are connected to onsite sewage disposal systems. None of these facilities have pollutant interceptors prior to discharge into a septic tank or drainfield. Previous experiences by this office have indicated that such scenarios can represent a significant source of pollutant. Even though many of these facilities have undergone groundwater chemical analyses, these analyses were specific for gasoline/diesel constituents and may not necessarily indicate solvents or the heavy hydrocarbon compounds found in waste oil. HRS -Indian River County Public Health Unit Mr. Richard B. Votapka, P. E. Page three Historical environmental questions concerning the Sebastian Airport military activities are significant. A comparison to the problems discovered and currently being remediated by the City of Vero Beach in their well field makes this statement clear. Ground based radar and/or other remote sensing systems are accurate in the determination of "troubled spots" within a defined area. Implementation of this type of technological assessment may be prudent. It is of great interest for this department to assist in the development or research of a proposed well field in Sebastian. If we can further assist you in providing information or suggestions, please do not hesitate to contact this office. Sincer/eV�ly� w Charles L. gt, III Environmental Specialist II or v 'n9 11"I a �nx•t 1 f071 _1-47 0120 EMPIRE ENVIRONMENTAL OPERATIONAL AUDIT OF CITY OF SEBASTIAN GOLF COURSE MAINTENANCE AREA SEBASTIAN, FLORIDA PREPARED FOR THE CITY OF SEBASTIAN W4 EMPIRE ENVIRONMENTAL, INC. AND EMPIRE ENGINEERING AND TESTING, INC. JULY 30, 1991 ( nn: un m: nii 'n. I.:r, IIwot,. I:at rn will, I il. ludil'. /Fl 11) ulna JB157-1.3H 1.0 Introduction This report constitutes an Operational Audit performed for the City of Sebastian Golf Course Maintenance area located in Sebastian, Florida in Section 29, Township 31 South, Range 38 East, Indian River County. The golf course maintenance area is a facility responsible for maintaining the vegatative and physical conditions on the golf course by landscaping, mowing, r weed control and providing limited vehicle maintenance. Substances which are stored at the facility include fertilizers, pesticides, fuel, lubricating fluids and wastes. 1.1 Purpose of an Operational Audit An Operational Audit is designed to investigate the standard operating procedures of an existing facility to determine if any environmental conditions exist which may negatively impact the present and future operations of that facility. Specific concerns involve the routine handling and management of materials, hazardous or otherwise, which allow the facility to function in its normal capacity; the generation and management of hazardous and other waste products; and compliance with all applicable governmental rules and regulations. 1.2 Scope of Services 1. Site Investigation. 2. Review of Standard Operating Procedures. (1) JB157-1.4H 3. Review of Safety Plans, Emergency Management Plans, Hazardous Materials Management Plans. 4. Review of Material Safei:y Data Sheets. 5. Review of hazardous subs--ances and wastes management policies. 6. Discussions with waste collection and disposal firms serving the facility. 7. Review of permitting criteria specific to the facility. 91 S. Discussions with regulator)• agencies. 9. Preparation of a report. 2.0 Site Investiqation Site Investigations were conducted on May 17, 1991 and June 28, 1991. Chris McCarthy, the manager of the facility, and Lee Bacon explained the procedures and operation of the facility. The major features of the facility are as follows: 1. Main Building 2. Pesticide Shed 3. Fuel Tanks 4. Vehicle Wash Area 2.1 Main Buildin The main building contains the offices, a vehicle main- tenance area and areas for storage of fuel, wastes, batteries, etc. There are four(4) 275 gallon above -ground tanks which contain hydraulic fluid, new 30 weight oil, new 40 weight oil and used oil, and several five gallon pails of hydraulic fluid within a specified containment ( 2) JB157-1.5H area. The containment area consists of a concrete pad, on which the tanks rest, within a wooden barrier. The barrier does not completely surround the tanks.. Some spillage was evident. The barrier needs to be extended or replaced by a concrete curb to prevent existing or future spillage from discharging out of the containment area. The product in the waste oil tank is collected monthly by Florida Petroleum Reprocessors. A manifest is included in the Appendix. There are two waste oil drums outside of this area of the building. According to Mr. McCarthy, the drums have not been used recently. A parts cleaning machine for vehicle maintenance is serviced by Safety Kleen which provides solvents and collects wastes solvents monthly. Waste batteries are stored on the floor in a corner of the vehicle main- tenance area and collected by St. Lucie battery. Bags of fertilizer are stored outside of the building under a roof which provides some protection from heat and rainfall. 2.2 Pesticide Shed The pesticide shed is north of the main building. Chemicals are stored on shelves and on palettes on the floor. Some substances are stored in bags; while, others (3) JB157-1.6H are stored in drums, pails or small bottles. The list of substances are as follows: 1. Orthene 2. Krovar I DF 3. Chelated Iron 4. Paraquat Dichloride 5. Nemacur 6. Subdue 2 E 7. Kerb 8. Dithane M-45 9. MSMA Plus 10. Du Cor Quick Green 11. Du Cor Wet In 12. Malathion 57% 13. Oftanol 14, 2,4-0 Amine 15. Crusade 16. Sencor 17. Surflan 18. Dithane F-45 19. Lesco 20. Paratek 21. Roundup 22. Mole Cricket Bait 23. Amdro 24. Copper Sulfate According to Mr. McCarthy, the chemicals are rotated so that the older containers are used first. The only ventilation provided is a window in the rear of the building. There was some mole cricket bait loose on the floor. There are also some substances which are not used on the golf course. Krovar I DF is a granular herbicide, and containers of this substance are stored for the airport. According to Mr. McCarthy, Krovar is sprayed once a year at the airport. There is also a barrel containing (4) JB157-1.7H pesticide wastes. Mr. Bacon said a representative of the Florida Department of Agriculture advised the golf course to properly remove and dispose of these wastes. 2.3 Fuel Tanks Unleaded gasoline and diesel fuel are stored in two temporary above -ground tanks on skids. Two(2) 250 gallon above -ground diesel tanks and one(1) 275 gallon above- ground unleaded gasoline tanks were removed on April 23, 1991. Contaminated soil associated with these tanks is staged on Visqueen. The soil pile is located next to the pesticide shed. The existing tanks have no containment. 2.4 Vehicle Wash Area There is a wash area for mowers and other maintenance vehicles located outside of the eastern part of the main building. It consists of a drain which discharges to a north -south ditch further to the east. Because of concern over impact to waters in the ditch, washing activities were discontinued in the wash area and are now conducted in a grassy area south of the main building. The vehicles are washed using only water and no soap in order to remove fertilizer from the equipment. These activities should not impact the area. 3.0 Wastes Generated by the Facility The wastes that are generated consist of waste oils and lubricants, waste batteries, waste solvents and pesticide (5) JB157-1.8H wastes. In addition, fuel -contaminated soils are still stored on-site, and the existing fuel tanks could be potential contaminant sources due to on-going fueling activities. Waste batteries, solvents and used oil are stored on-site and collected by approved transporters. The disposal of pesticide wastes, some waste oil in barrels and contaminated soil need to to addressed. 4.0 Governmental Requlations A facility such as the Golf Course Maintenance Area could require governmental overview for the following activities: 1. Hazardous Waste Generation 2. Hazardous Materials Storage and Use 3. Fuel Storage 4.1 Hazardous Waste Generation The golf course is considered a "Conditionally Exempt Generator" pursuant to the Federal Resource Conservation and Recoverey Act(RCRA) and the Hazardous and Solid Waste Amendments of 1984(HSWA). A conditionally exempt generator generates less than 220 lbs. of hazardous waste in any one month and is exempt from the reporting and regulatory requirements of small and large quantity generators, including the requirement to obtain an EPA ID Number. 4.2 Hazardous Materials Storage and Use Many business and governmental facilities are subject to the requirements of SARA Title III, also known as the (6) JB157-1.9H Emergency Planning and Community Right -to -Know Act. This act is administered by the U.S. Environmental Protection Agency(EPA) and is implemented by the Florida'Department of Community Affairs (DCA). The purpose of the law is to encourage emergency planning efforts at the state and local levels and to increase the public's access to information about potential chemical hazards which may exist in their communities. Facilities are subject to several sections of the Act; Section 302 requires reporting the storage or use of Extremely Hazardous Substances (EHS), Section 304 requires reporting the release of any EHS or CERCLA (Superfund) Hazardous Substance, and Section 311 requires the reporting of substances which are issued a Material Safety Data Sheet. The requirement to report is deteremined by the quantity of a listed substance present at or released from the facility at any one time. It does not appear that the golf course maintenance area contains the type or quantity of substance which requires reporting. Also, there is no evidence of any release other than routine pesticide and fertilizer spraying which would require reporting pursuant to Section 311. The facility should submit a Statement of Determination to DCA in order to confirm the reporting requirements of the Act. (7) JB157-111H 2. The loose pesticides should be cleaned up and disposed in an approved manner. 3. The pesticide wastes stored in the shed should be disposed in an approved manner. 4. The fuel -contaminated soil should be treated or disposed according to methods approved by the Department of Environmental Regulation(DER). 5. The existing fuel tanks should be brought into compliance with FAC Rule 17-762. 6. The contents of the drum along the west side of the building should be tested and disposed according to approved methods. Additionally, the soil around this drum should be tested for contamination. 7. A Safety/Emergency Management Plan should be prepared. (9) JB157-110H 4.3 Fuel Storage The previous fuel tanks were closed pursuant to the requirements of Florida Administrative Code Rule 17-762. The existing tanks need to be registered and brought into compliance with that rule. 5.0 Safety A tafety Plan should be prepared to include the types of sub- -stances, the correct work procedures, the Material Safety Data Sheets, emergency procedures and location of safety and emergency equipment. 6.0 Conclusions A review of the City of Sebastian Golf Course Maintenance Area indicates that: 1. The facility for the most part appears to be in compliance with governmental regulations. 2. There are several situations in the pesticide shed which need to be corrected. 3. Fuel storage, contaminated soil and the presence of barrels presumably containing waste oil need to be addressed. 7.0 Recommendations 1. An exhaust fan to provide adequate ventilation should be installed in the pesticide shed. ME APPENDIX City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 M E M O R A N D U M DATE March 26, 1993 FROM Richard B. Votapka, Utilities Director TO Reverse Osmosis Technology File SUBJECT Treatment Processes In my meeting with Gerry Hartman of Hartman and Associates. I told Gerry about my thoughts of constructing an R/0 plant north of City Hall. Gerry gave me some technical information as follows: 1) In lieu of R/0 (reverse osmosis) technology, Gerry suggested using a low pressure -membrane softening process. It is good for rejecting chlorides up to 75%. Therefore, the maximum chlorides in the source can be 1000 ppm for the system to work since 250 ppm chlorides is the allowable. 2) There are NANO -FILTRATION (10-9) systems and ULTRA- FILTRATION systems. 3) With membrane softening, a stage 50% rejection system is possible. A one million gal/day plant will use between 1.4 to 2 million gals of raw water. The rest is reject. This makes it possible to blend reject water from the plant with wastewater treatment effluent as an option for reuse. 4) The Hawthorne Formation runs approximately 150'-170' deep depending on the geology of the region. The wells should be drilled into this formation for the new water plant. M E M O R A N D U M DATE March 19, 1993 FROM Richard B. Votapka, Utilities Director TO Saint Sebastian PUD - North City Water Plant SUBJECT : Future R/0 Plant behind City Hall In meeting with Glenn Schuessler and Gary Purdy of the Indian River County Environmental Health Department, I discussed the possibility of constructing a new water treatment plant behind City Hall. In the course of discussion, the following items resulted: 1) The GDU water treatment plant at Filbert Street could be used for ground storage, post chlorina- tion, and a pressure booster station. The exist- ing aerator (degasifier) and line softening silo and filters could be eliminated. The property and building could be used for storage of materials. 2) Possibly with the R/0 plant or low pressure membrane softening, the brine discharge could be piped to the Indian River which is brackish. 3) With an R/0 or low pressure membrane softening plant, we can possibly use deep wells with shallow water for blending. City of Sebastian POST OFFICE BOX 780127 ❑ SEBASTIAN, FLORIDA 32978 TELEPHONE (407) 589-5330 ❑ FAX (407) 589-5570 April 6, 1993 Mr. Glenn Schuessler Assistant Director Environmental Health Dept. HRS - Indian River Co. Public Health Unit 1900 27th Street Vero Beach, Florida 32960 Re: Hazardous Waste Information concerning the City of Sebastian Airport Dear Glenn: As the Utilities Director for the City of Sebastian, I am considering the Sebastian Airport property for potential sites for a future water treatment plant and associated well field. With the knowledge that the Sebastian Airport was once a U.S. Government Airfield during World War II, I am concerned about any hazardous waste sites on the airport property which could have resulted from fuel spills, buried tanks, buried debris, jettisoned fuel, etc.. Since your Department has detailed information in regard to hazardous wastes at the Sebastian Airport, I am requesting copies of whatever information is available. I would be particularly interested in any environmental surveys and assessments performed by you or your staff in the past on the groundwater at the Sebastian Airport and immediate surrounding property. I would be very willing to meet with you and your staff at your earliest convenience to discuss any of the information you have and to obtain copies. Please call me at 589-5330, extension 45, to schedule a meeting at your office or discuss any questions you may have in regard to this letter. Sincerely, iV" vk-�'4 Richard B. Votapka, P.E. Utilities Director RBV/pwb CC: Robb McClary, City Manager