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HomeMy WebLinkAbout1994 06 07 - Permit RenewalHARTMAN & ASSOCIATES, INC. ASYOCIA'i'[G: PRINCIPALS. ymm F. Ch'ismphc, 11. F. engineers, hydrogeologists, surveyors &management consultants u,�a,�,p�,a«. �;.�., Checks W, DnkcPG, 1'imwhl' A Iluchuli, PP. Grnid C. Hanman, 11.E. 'Ni". 11. Rocca, CMS:. hU,k 1. Lukc, PL.S. 21.11, A. R,m..... P.E. June 7, 1994 HAI #92-023.14 Hamid E. Schmidt. Jr.. P F. R,,ind d 1..'I'bdolc, P. E. John W \'nR�. 1111 Mr. Rich Burklew, P.G. Hydrologist St. Johns River Water Management District 305 East Drive Melbourne, Florida 32904 Subject: City of Sebastian - Sebastian Highlands WTP Consumptive Use Permit Renewal CUP No. 2-061-0142UNR Dear Mr. Burklew: Enclosed please find three copies of the City of Sebastian's Consumptive Use Permit (CUP No. 2-061-0142UNR) application for renewal. Attached to this CUP application are the results of a drawdown impact model showing drawdowns within both the surficial and intermediate aquifers. Also enclosed is a check in the amount of $400.00 to cover the fee for the CUP renewal. If you should have any questions please do not hesitate to give us a call. Very truly yours, Hartman & Associates, Inc. William J. Wasson Hydrogeologist WJW/pt/C-l41Burklew.wjw CC: Rich Votapka, P.E. - City of Sebastian Hal Schmidt, P.E. - HAI Gary ReVoir II, P.E. - HAI W. Bruce Lafrenz, P.G. - HAI 201 EAST PINE STREET • SUITE 1000 • ORLANDO, FL 32801 TELEPHONE (407) 839-3955 • FAX (407) 839-3790 ORLANDO PORT MYERS JACKSONVILLE TALLAHASSEE St. Johns River Water Management District CONSUMPTIVE USE INDIVIDUAL PERMIT APPLICATION NAS SAV icnudw 8<+N 1! ER I/ D L CLAY ..I C. C . ST. r $RADFO SPn"". St A,qu�Vn< JOHNS 1 , r , 7 LACHUA I PUTNAM FLACLER " f � I X..ION C I �� 1 Ihl«d O VOLUSIA LANE Lp I buq -�SuJwd j'- 1 LS EM INOLE I M Se Q 1 ORANGE l POLN- C -J OSC LA I A INDIAN RIVER V� oKEZCrfo�- 400-2-1082-1 Headauarters Palatka Deppartment of Resource Management P. O. Box 1429 Palatka, FL 32178-1429 (904) 329-4560 Field Offices Jacksonville Department of Resource Management 7775 Baymeadows Way Suite 102 Jacksonville, FL 32256 (904) 730-6270 X77.160 Department of Resource Management 618 E. South Street Orlando, FL 32801 (407) 894-5423 Melbourne Department of Resc-:ce Management 305 East Drive Melbourne, FL 3290~ (407) 984-4940 Submit application to District Headquarters (Attn: Records Division) in Palatka. Personnel are available at the Headquarters and Feld Offices to provide assistance in filling out the application forms. Table of Contents I. Introduction................................1 II. Individual Consumptive Use Permit Applications...............................3 III. Check List ................................ 12 Supplemental Forms: (Fill out appropriate package for water use type requested) Pages. Public Supply and Essential Type Uses .......... PS I-5 Commercial/Industrial Type Uses .............. C/I 1-2 Agricultural or Aquacultural Type Uses .......... AG 1-8 Fern/Nursery Type Uses ..................... F/N 1-5 Golf Course Irrigation Type Uses .............. GC 1-2 Dewatering Type Uses ...................... DW 1-2 Landscape Irrigation - Aesthetic Type Uses ....... LI 1 SECTION I INTRODUCTION Unless expressly exempted by law or District regulation, an individual consumptive use permit is required for a use, diversion, or withdrawal of surface or ground water which meets any of the following criteria: 1. If the average annual daily withdrawal exceeds one -hundred thousand (100,000) gallons per day; 2. If the withdrawal equipment or facility has a capacity of more than one million (1,000,000) gallons per day; 3. If the withdrawal is from a combination of wells or other facilities, or both, having a combined capacity of more than one million (1,000,000) gallons per day. 4. If the withdrawal is from a well in which the outside diameter of the largest permanent water bearing casing is six inches or greater. For purposes of this section, the diameter of the well at ground surface will be presumed to be the diameter of the well for the entire length unless the well owner or well contractor can demonstrate that the well has a smaller diameter water bearing pipe below ground surface. PROCESSING Processing of permit applications is in accordance with provisions of the Water Resources Act, Chapter 373, Florida Statutes and Chapter 40C-1, Florida Administrative Code. The District will notify an applicant if an application is incomplete within 30 days of receipt and will inform the applicant of what additional information is required to make the application complete. The Board will issue or deny permits within 90 days of receipt of the completed application. The 90 -day period may be tolled in the event an administrative hearing is requested. Projects permitted by the District or exempt from permit requirements by the District are not relieved of the permitting requirements of local or state agencies. Contact your county building codes department, the Florida Department of Environmental Regulation, the Corps of Engineers, the Department of Natural Resources or the District for additional information. Failure to obtain a permit prior to undertaking a regulated activity is a violation of District requirements, even if the project would receive a favorable review in a standard permitting process. The District may initiate administrative, civil or criminal actions against violators, and may require restorative steps. 1 FEE LIST Effective Date: 1/6 a Allocation !; 100,000 GPD 200.00 Allocation > 100,000 GPD and :5 500,000 GPD 400.00 Allocation > 500.000 GPD 1,000.00 Modifications or Renewals with No Increase in Water Allocation Allocation!; 100,000 GPD 100.00 Allocation > 100,000 GPD 200.00 General Construction Dewatering Uses 100.00 Public Water Supply Well- MgvEll, SIMON 250.00 All Other Wells 120.00 Abandonment of a Well 0.00 Variances - 10 0.00 SECTION II INDIVIDUAL CONSUMPTIVE USE PERMIT APPLICATION ST. JOHNS RIVER WATER MANAGEMENT DISTRICT RESOURCE MANAGEMENT DEPARTMENT RECORDS DIVISION P.O. BOX 1429 PALATKA, FLORIDA 32178-1429 OFFICIAL USE ONLY APPLICATION NO. DATE RECEIVED. COUNTY ASSIGNED REVIEWER DATECOMPLETE PROJECTED BOARD DATE PRE APP WITH Hydrologist 7`% Please type or print in ink. Complete necessary data sheets attached. Submit 3 copies of all forms and attachments. Application is for: New use ❑ Existing use ❑ Modification of existing permit ❑ Renewal LAST FIRST NAME City of Sebastian - Sebastian Highland WTP ADDRESS 1225. Main Street CIN Sebastian. w z p STATE Florida ZIP CODE 32958 - BUS. TELEPHONE NO. 407 589 5330 HOME TELEPHONE NO. LAST FIRST NAME Votapka, Richard ADDRESS 1225 Main Street F- Z CITY Sebastian v °- STATE Florida ZIP CODE 32958 TELEPHONE NO. 407- 589 5330 LAST FIRST Z NAME Hartman S Associates, Inc. ¢w CD F -L¢- w¢ ADDRESS 201 E. Pine Street, Suite 1000 UUO�O�a CITY Orlando, STATE Florida ZIP CODE 32801 Z Za Ow v L TELEPHONE NO. 407 839- 3955 z U.S.G.S. TOPO QUAD MAP Sebastian o w 0 COUNTY Indian River TOTAL ACREAGE OWNED - U) o SECTION 19 TOWNSHIP 3rSouth RANGE 39 East OJ PROJECT NAME Sebastian Highlands WTP PROJECT ACREAGE 9.10 In compliance with the provisions of Chapter 373, Florida Statutes, 1973, and applicable rules and regulations of SL Johns River Water Management District, application is hereby made for a permit as identified above, and in acoordance with support data and Incldental information Ned with this application and made a part thereof. Richard B. Votapka P.E. /2�s r� IY� e-, Le APPUCANT'S NAME (Please print) APPUCANTS SIGNATURE DATE It person other than applicant has completed this form, that person cordes by his signabire below that he is acting w an autitadzed agent of the applicant and his signaaxe will be certification that he is in fact the authorized agent - AGENTS NAME (Please print) FORM NO.4DC-2-1082-1 AGENTS SIGNATURE DATE Description of Use Classes: Each permit shall be identified with one or more of the following use classifications: (a) Aesthetic use - the use of water for fountains, waterfalls, and landscape lakes and ponds where such uses are entirely ornamental and decorative. (b) Agricultural use - the use of water for the commercial production of crops or the growing of farm products including, but not limited to, vegetables, citrus and other fruits, pasture, rice and sod. (c) Aquacultural use - the use or withdrawal of water for cultivation of animal and plant life in a water environment, including but not limited to food fish, aquatic bait, game fish, aquatic plants (i.e. watercress), alligators, tropical fish, shellfish, and turtles. (d) Commercial and industrial process use - the use of water essential to the production of the goods or services provided by a business establishment. (e) Cooling and air conditioning use - the use of water for heating or cooling, or for air conditioning. (f) Dewatering use - the removal of water from a specific area to facilitate mining or construction. (g) Essential use - the use of water strictly for fire fighting purposes, health and medical purposes and the use of water to satisfy federal, state or local public health and safety requirements. (h) Freeze protection - the periodic and infrequent use of water to protect agricultural and nursery crops from damage due to low temperatures. (i) Golf course use - water used to irrigate an establishment designed and used for playing golf. Q) Household type use - the use of water for personal needs or for household purposes such as drinking, bathing, heating, cooking, sanitation or cleaning, whether the use occurs in a residence or in a business or industrial establishment. (k) Livestock use - the use of water for watering or washing of livestock. (1) Nursery use - the use of water on premises on or in which nursery stock is grown, propagated or held for sale or distribution or sold or reshipped. (m)Recreation area use - the use of water for the maintenance and support of intensive recreational areas such as, but not limited to, playgrounds, football, baseball, and soccer fields. (n) Urban landscape irrigation - the outside watering or sprinkling of shrubbery, trees, lawns, grass, ground covers, plants, vines, gardens and other such flora which are situated in such diverse locations as residential landscapings, recreational areas, cemeteries, public, commercial and industrial establishments, public medians and rights of way. (o) Water based recreation use - water used for public or private swimming and wading pools, including water slides. This term does not include pools specifically maintained to provide habitat for aquatic life. (p) Water utility use - water used for withdrawal, treatment, transmission and distribution by potable water systems. REQUESTED WATER USE If application is for an initial permit, state the date upon which the use commenced or is planned to commence. WATER USE MONITORING All permittees are required to measure their water usage on a continuous basis. All new users must install totalizing flow meters on all wells and pumps. Meters must be 95% accurate, verifiable and installed according to manufacturers' specifications. Permitted wells and pumps may be fitted with totalizing flow meters, or alternate methods for measuring water use may be employed. Alternative methods must be 90% accurate and verifiable. All alternative methods must be approved in advance in writing by District staff. If you have permitted wells or pumps and plan to use an alternate method for measuring water usage, please describe in detail how you plan to measure flows. Provide any diagrams, calculations, sketch maps, cross-sections etc. necessary to evaluate the methodology and its accuracy over time. Please refer to Appendix L, Applicant's Handbook, Consumptive Uses of Water, for further information on alternate methods for measuring water usage. AESTHETIC —% AGRICULTURAL % AOUACULTURAL COOLING AND AIR CONDITIONING LL o q DEWATERING % COMMERCIAL AND INDUSTRIAL Ow e wa ¢ $ ESSENTIAL % FREEZE PROTECTION % GOLF COURSE % RECREATION AREA — % HOUSEHOLO TYPE 10o % LIVESTOCK % NURSERY % URBAN LANDSCAPE IRRIGATION % WATER RASED RECREATION % UNACCOUNTED FOR WATER % OTHER % N/A 432.53 .- INCHES PERYEAR MILLIONS GALLONS PER YEAR MILLIONS GALLONS PER DAY (AVERAGE) 1.185 MILLIONS GALLONS PER DAY (MAXIMUM) 1.979 a PLEASE PROVIDE INFORMATION IF APPLICATION IS FOR MODIFICATION OR RENEWAL OF AN EXISTING PERMIT: PERMIT NO. 2-061-014211NR PERMITTEE: City Of Sebastian Z O � DESCRIBE IN DETAIL REASONS FOR REOUEST FOR ADDITIONAL WATER AND/OR SOURCES Renewattof existing 3 LLOZ with increased allocation to meetprojected demands o w -narmit If application is for an initial permit, state the date upon which the use commenced or is planned to commence. WATER USE MONITORING All permittees are required to measure their water usage on a continuous basis. All new users must install totalizing flow meters on all wells and pumps. Meters must be 95% accurate, verifiable and installed according to manufacturers' specifications. Permitted wells and pumps may be fitted with totalizing flow meters, or alternate methods for measuring water use may be employed. Alternative methods must be 90% accurate and verifiable. All alternative methods must be approved in advance in writing by District staff. If you have permitted wells or pumps and plan to use an alternate method for measuring water usage, please describe in detail how you plan to measure flows. Provide any diagrams, calculations, sketch maps, cross-sections etc. necessary to evaluate the methodology and its accuracy over time. Please refer to Appendix L, Applicant's Handbook, Consumptive Uses of Water, for further information on alternate methods for measuring water usage. EXISTING SOURCES SUMMARY DATA SHEET TABLE 1 Complete applicable sections only. Type or print legibly. Attach additional sheets if space provided below is not sufficient. (Include information for ALL wells and pumps on property). EXISTING GROUND WATER SOURCE(S) Well Number Casing Diameter (in) Casing Depth (M Total Depth (m Maximum PUMP Capacity or Flow Rate- (gpm) Pumped or Flawing (specify pump type and menufacatrer) In Use Yes or No (If no. attach "planation) Source Aquifer (if known) Type of use 1 10 65 102 600 Pumped Yes Anastasia Public S 2 10 65'. 102 600 Pumped Yes Anastasia Public S Attach additional sheets if necessary `Flowing wells must be equipped with a working valve, per Chapter 373.206, F.S. EXISTING SURFACE WATER SOURCE(S) N/A Pump Number Maximum Rump Capacity (gpm) Acreage of fie, Pond, etc. Surface Water Source Owned Y" or No Name of Water Source Type of Use NOTE: PROVIDE ALL HISTORIC WATER QUALITY INFORMATION WITH APPLICATION PROPOSED SOURCES SUMMARY DATA SHEET TABLE 2 Complete applicable sections only. Type or print legibly. Attach additional sheets if space provided below is not sufficient. (Include information for ALL wells and pumps on property). PROPOSED GROUND WATER SOURCE(S) wen Number Casing Diameter (in) Casing Depth (ft) Total Depth (M Maximum Pump Capacity or Flow Rate' (gpm) Pumped or Flowing (specify pump type and manufacturer) In Use Yes or No (If no, attach explanation) Source Aquifer (if knwrn) Type of Use 3 10 65 100 600 Pumped No Anastasial Public Su Attach additional sheets if necessary 'Flowing wells must be equipped with a working valve, per Chapter 373.206, F.S. PROPOSED SURFACE WATER SOURCE(S) N/A pl) Pump Number Maximum Pump Capacity (gPm) Aaeago of Lake, Pond, etc. surface Water swce Wholly Cvmed Yee or No Name of Water Source Type of Use 7 PROPERTY CONTROL, LOCATION, AND ADJACENT OWNER'S PROPERTY PROPERTY CONTROL Attached Property Ownership - Provide a certified copy of the deed indicating the current owner of the property which is the subject of this application. 2. Leased Property - Provide a copy of the current lease, or a letter signed by the property owner describing the lease arrangement and the duration of the lease. H. LOCATION MAPS Attached Provide a recent map (preferably a USGS topographic quadrangle, map from a county plat directory, or survey map) indicating the following: (a) property boundaries (include approximate lengths of boundaries in feet); (b) ALL withdrawal point locations. Indicate well number and casing size for groundwater withdrawals, and pump number and maximum pump capacity for surface water withdrawals (refer to Pages 6 and 7 of the Application); (c) a north arrow; (d) a scale designation - all maps should have a minimum scale of 1 " = 2,000'; and (e) landmarks such as roads and political boundaries. III. ADJACENT PROPERTY OWNERS Provide a complete list of adjacent property owners and mailing address as prescribed in Tables 3 and 4. Attach additional sheets if space provided below is not sufficient. NAME ADDRESS CITY * STATE ZIP CODE The -City-.of Sebastian requests that they be allowed to Ove notice to property owners through publication in ThePressJournal of Indian River County. 1801 U.S. 1 Vero Beach, FL 32960-0997 TABLE 3 - Groundwater Withdrawals Withdrawal Amount 1. If the withdrawal during any single day is less than 1,000,000 gallons -and - if the withdrawal is less than 100,000 gallons average per day on an annual basis 2. If the withdrawal during any single day is to exceed 1,000,000 gallons but not more than 5,000,000 gallons -or- if or - if the withdrawal is to exceed 100,000 gallons average per day on an annual basis but not more than 500,000 gallons average. 3. If the withdrawal during any single day is to exceed 5,000,000 gallons but not more than 10,000,000 gallons -or - if or - if the withdrawal is to exceed 500,000 gallons average per day on an annual basis but not more than 1,000,000 gallons average 4. If the withdrawal during any single day is to exceed 10,000,000 gallons - or - if the withdrawal is to exceed 1,000,000 gallons average per day on an annual basis Property Owners to be Listed None required All property owners within 600 feet of the well, or within 100 feet of the property boundary. All property owners within 1,320 feet of the well, or within 200 feet of the property boundary. All property owners within 2,640 feet of the well, or within 400 feet of the property boundary. W Table 4 - Surface water withdrawals from a non -wholly owned impoundment If your withdrawal is from a lake with a surface area of less than 80 acres, list all riparian land owners on the lake and those up to 660 feet downstream if the lake has an outlet. 2. If your withdrawal is from a lake with a surface area greater than 80 acres, list all riparian land owners 660 feet from the withdrawal point. 3. If your withdrawal is from a stream and if the total daily average pumpage is less than 5,000,000 gallons, list all riparian land owners 660 feet upstream and 1,320 feet downstream from the withdrawal point. 4. If your withdrawal is from a stream and if the total daily average pumpage is greater than 5,000,000 gallons, list all riparian land owners 1,320 feet upstream and 2,640 feet downstream from the withdrawal point. 10 Have you obtained or are you in the process of obtaining any of the following permits for this project (Yes or No): No Development of regional impact County Permits EPA Ordered Environmental Impact Stateme Agricultural Discharge If yes to any of above, please list permit type, permit number, project name, and issuing agency below: USE OF LOWEST ACCEPTABLE QUALITY WATER SOURCE 1. Are you proposing to use the lowest acceptable quality of water as a water source? Yes 2. Is reclaimed water readily available as a source of water? No WATER CONSERVATION PLAN A water conservation plan must be submitted with this application. Please refer to Section 12.0 and Appendix K, Applicant's Handbook, Consumptive Uses of Water, for information on plan components. Attached 11 SECTION III APPLICANT CHECK LIST Please verify that the following information has been provided as part of this application package: Attached 1. Appropriate Fee 400.00 2. Signature of Applicant and/or Agent x 3. Authorization from Owner for Agent N/A (if Agent is listed on application) 4. Certified copy of Deed or Lease Agreement x 5. Location Map x 6. List of Adjacent Land Owners The. Press .iournal 7. Completed Water Use Type Package" x 8. Water Conservation Plan x " NOTE: Applications for Public Supply, Commercial/industrial, Agricultural, Aquacultural, Nursery/Fern, Golf Course Irrigation, Landscape Irrigation and Dewatering water uses must also include the supplemental water use package specific to each use type. 12 r r IILIUNV tU tVEC56 nPiASN .. Io4,ily rtEL'2a.¢.. rL 3+qo r Thi Inebument Prepared by or under Me woMblon of: Name: ,bel K Goldman. Esq. I ._ ,O Addrena: Greenberg, Traudg, FbHmen, UPOH, Rosen 6 Ouentef, PA S n� 1221 erlokelI Avenue r� Mieml. Florid. 331313261 Property Appraiser's Parcel I.D. # RECOrn k,=RIFIED JEFFREY r.. CARTON CLERK GRCUI T COUR r INDIAN RIVER CO.. FLA WARRANTY DEED OOCUMEtRRRY 31% j ' DEED $ -'70 NOTE s JEFFREY K. BAIRON, CLERK !Snlr,N RIVER COUNTY reserved for Grantees) Taxyer I.D.#_59- bo pay.0r, THIS DEED Is made as of theIy`t— day of December, 1993, between GENERAL DEVELOPMENT UTILITIES, INC., a Florida corporation (the 'Gra ntor') and CITY OF SEBASTIAN, FLORIDA (the'Granteel, whose address Is 1225 Main Street, SebastlaR Florida 329sS. WITNESSETH: GRANTOR, In consideration of Ten (510.00) Dollars and other good and valuable consideration paid by Grantee, the receipt and sufficiency of which are hereby acknowledged, has granted, bargained and add, and by these presents does grant, bargain and sell, to Grantee, and Grantee's successors and assigns forever, the fd!owIng property iocated in Indian River County,. Florida (the'Propertyl, to-wh: See Exhibit "A' attached hereto and by this reference made a part hereof. SUBJECT TO: 1. Taxes and assessments for the year 1993 and subsequent years. 2. All laws, ordinances arid governmental regulations. Including, but not limited to, all applicable building, zoning, land use and environmental ordinances, regulations, restrictions, prohibitions and "other requirements, none of which will prevent or hinder the present use of the Property. 3. Restrictions and easements for utilities and drainage set out in recorded plats of subdivisions. 4. Restrictions of record (except (lens, encumbrances or mortgages) that do not Impair, restrict or Inhibit the present use of or improvement to the Property as permitted by applicable zoning and land use regulations presently In effect and that are not Coupled with a forfeiture or reversionary provision, without the Intention of reimposing same. 5. All matters which would be disclosed by an accurate survey of the Property. forever. TO HAVE AND TO HOLD unto Grantee and Grantee's successors and assigns In fee simple GRANTOR hereby warrants the title to the Property subject to the foregoing matters and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has executed this Deed as ofthe day and year first above written. Signed, sealed and delivered In the presence of: Sign Name. l� Print Name: t. Sign Name: Print Name: Y Sal G.IJ.,.,, JF GENERAL DEVELOPMENT UTILITIES, INC:,.a:.---.., Florida co If By: Print ane: Charles E. Panchen r. - Tide: President e Address: 2601 South Bayshore Drive •;,`:,��: Miami, Florida 33133 ATTACHMENT A WE This Deed is being given under Grantee's threat of condemnation, and is therefore exempt from documents stampco decision captioned _Florida DepartmentuofuRevenuety. Orange ra geiCouinty, 620DSo.m2dC 91� O (Fla. 1993). 0 0 0 LID CO STATE OF FLORIDA ) ) SS: COUNTY OF �rDZA LV— ) The foregoing Warranty Dead was acknowledged before me this I day of December. 1993 by Chades E. Fancher• Jr.. as President of GENERAL DEVELOPMENT t mLTIES INC., a Florida corporation, on behalf of the corporation. He personally appeared before mer personally known to mel or produced as Identification. -� Notary: �� (NOTAt9iAty_$E4L] Print NaAQ � • 330commission NoS Notary Public, State of Flo t�P My commission expires: 3 It � ny a�•3116 194 S 0 O CD CD -o CD Qo co N E STT "A" PARCEL I:SEAS �IM1 HIGNLnNDS WATcZ TfLTT"1>rr PA'sr nT I-7 , P1LBMT ST. All of Tract "D" as shown on the plat of SEBASTIAN HIGHLANDS UNIT -17, as recorded in Plat Book 8, Page 46, Public Records of Indian River County, Florida. PARCEL II: SEe.NS1AN HICiHLANOS WKSICWATER T12cTTTML-W7 Flik T K7 BIC, BKILG'f D204c A parcel of land located is the Northeast 1/4 of the Northeast 1/4; LESS the East 20 acres thereof and a portion of the Southeast 1/4 of the Northeast 1/4 of section 18, Township 31 south, Range 39 East, Indian River County, Florida, and being more particularly described as follows: Begin at the Northeast corner of said section 18, Township 31 South, Range 39 East; thence South 89.22'36" West, along the North line of the said Northeast 1/4 of Section 18, a distance of 657.45 feet to the Northwest corner of the said East 20 acres Of the Northeast 1/4 of the Northeast 1/4; thence south 00°01124" West, along the West line of the said East 20 acres, r distance of 1325.55 feet, to a point in the South line of the said Northeast 1/4 of the Northeast 1/4; said point also being the Northwest corner of Sebastian Highlands Unit 9, as recorded in Plat Book 6, Page 36A, Public Records of Indian River County, Florida; thence continue along the boundary of said plat of Sebastian Highlands Unit 9, the following courses and distances: thence continue South 00°01'24" West, a distance of 130.66 feet to a point in a curve concave to the Southwest having a radius of 435.64 feet, the chord of which bears North 85.20121" West; thence Westerly along the arc of said curve, a distance of 70.30 feet, through a central angle of 09'14148", departing said platted boundary; thence North 00°01124" East, a distance of 54.11 feet; thence South 89019102" West, a distance of 71.5 feet more or less, to the Easterly waters edge of Schumann Lake; thence Northwesterly, Westerly, Southerly, Southeasterly, Southwesterly, Westerly and Southerly meander the waters edge of Schumann Lake, a distance of 1847 feet, more or less, to the South line of the said.Southeast 1/4 of the Northeast 1/4; thence South 89°15127" West, along the South line of the said Southeast 1/4 of the Northeast 1/4, a distance of 97.9 feet, more or less, to the Southwest corner of the said Southeast 1/4 of the Northeast 1/4; thence North 00•.01125" West, along the West line of the said East 1/2 of the Northeast 1/4, a distance of 2652.47 feet to the aforesaid North line of the Northeast 1/4; thence North 89.22'36" East along the said North line, a distance of 673.15 feet to the Point of Beginning. PARCEL III: D^cCAMM%SS%OMT0 l/J-hTvT2.T12,Eq-CMSNT ` L&-tj'T kT MANLy The East 200 feet of Tract "A", SEBASTIAN HIGHLANDS, UNIT 9, according to the plat thereof, recorded is Plat Book 6, Page 36 and 36A, Public Records of Indian River County, Florida. 0 O O O v O X17 W W 1H3WN'Jtllltl � r / , -0 \ _ - C 01 � z o T �ryavR Ro d ` �t^ 4,4'44RR P d dP ' L yy � •= 9 • 'N �I R a tr � Y Ili i 11 44' R4R R4 dd I W C b ll •.•1 (fDFF ,4`ad Lll '1...R� 4RR 4R o\..,'O pa _ 39 � � _ �l I •F 4 bo O=Cy 4644 i\ R'>94R0 6 I S,� p% Z < • N \`�C iRRg44C4 4444R4R�'� -1 G •� 0 �\ aP p p S .o `4i Y1 � 3 ; ¢v •E 1 6fI I J • ••• d 44R•4 4R•R6i1 1' r m V • RR R9 I II IjII II�Ll11lY')'II L.IIF "� u a H "l.•`;°a j\�\1 Z =— _ i`�— ` all, 1` li•tpFil,hlP I mxd 1% L)CD I II m r W v I • L• b I 1111; 1, ^ j ��J J a � ❑ '' 1 JI C/% eee veeaa .......... 0ti e I 0 "I rl1V �?i�`� 5g/ � �Di •• J �w I �•..r• O - r•N• • - n Lj I .:7 Z y 1•i n• II• N r Y' < ID Ll ~`� L y/ .mss• ♦ �pE __ •� w. v I s• i I $I yt .jam••••• •� I JF y I I, �- i•.a' 0• S2 I: II� ♦ % �H�� ' 111• bn • �i y Il;;l, jlll j,l}}1,611 •• • I Jill 1i{ mat N uc Zu3 - (LOO 1-13M NOuonOOHd L02C �"- -DDI M ��' '°ZNO 1x3MHOV1IV "', apojp.uoa paw>eouow ap uoW.ero dlM SaNbIHJIH NVIISV93S •ONII aS31VIOOSSV V NVW1aVH [ uvn9sn ana..aw an K! 9L Z9Z—Y g96* xvna .o. WVN— W (d) .lS•S6h 1S31A ,x,nmcaa vxuw� M a0S64.6B N c1 re�p .or *1'x�g0g�-- _ Jd1l Ilfi.49].er-9�--�'¢.-------y MI F/c' IMI (GW d0! 3xW eJ6UYe MM 7.I C1 Y9 .001�' 3:W3/ MIII NMO .D AICZ ddlr \ 3y aot � sa�.wvs vn \ a>a M� M3 roq sxnx m,aM ♦ ;i.\ rmx mra � (dW wa Z/ ss*a9 s 1 ♦♦ - �... w �: '.+ orMb�v, err a.W rf ' i ♦ ' ". . �O avi int �♦x� � � 0 ,,.xss• rte\ \♦ tg, \ ,e N♦ \ \ vy \ \ \y$ �. \♦ O r 113M NOI10(IOOFJd ONIlSIX3 113M NOIlO(100tld 03SOdOlid-0 on ®e , (uU eet an* meere xu* 3.'MQJ .M9I NwU .9 rm�s s3aJV i0!'6 •0. 1.7VH1 M'ee - Y PUBLIC SUPPLY AND/OR ESSENTIAL TYPE USES (Submit 3 copies of application, supplemental information, drawings, calculations, etc.) YEAR-ROUND PUBLIC SUPPLY A. POTABLE WATER SUPPLY 1. Please submit a map (USGS quad) showing the service area served by the Utility or water supplier. 2. Please submit any of the following which apply: (a) A copy of the Public Service Commission (PSC) Certification describing the service area; (b) A copy of a local government franchise agreement; or (c) Documentation that the utility or water supplier is not regulated by the PSC or local government. 3. Complete Table 1- Historic Water Use, and Table 2 -Projected Water Use as a basis for the requested allocations. In addition: (a) Provide the past 12 months of Daily Operation Summary Sheets (MOR's) required by DER and calculate historic average daily and maximum daily per capita use; (b) Use these calculations to provide projected average daily and maximum daily per capita use for input on Tables 1 and 2. (c) Explain the method of projecting population growth: Based on a combination of both the historical population trends and the projections from the City's Comprehensive Plan a'iProjected:annual growth•ra-te of 6.5 % will be used. B. WASTEWATER DISPOSAL 1. Specify the present and projected amounts of wastewater: 'mgd a million gallons per day PS -1 PRESENT (mgd)' PROJECTED (7 YEARS) Average daily disposal _080 .300 Treatment plant maximum capacity .360 MGD .860 'mgd a million gallons per day PS -1 2. Specify the percentage for each type of disposal (total 100%) C. REUSE OF RECLAIMED WATER 1. Describe the method of reuse by completing (a) - (c) below: N/A (a) Type of site (golf course, commercial landscape, etc.) (b) Name of facility accepting reclaimed water (c) Acreage of site 2. What is the quantity of reclaimed water used? N/A PRESENT % PROJECTED % 7 YRS Reuse 0 0 Offsite Discharcle 0 0 Individual Septic Tanks o 0 On-site Percolation Ponds 100 100 On-site Spray Fields o 0 Other o 0 C. REUSE OF RECLAIMED WATER 1. Describe the method of reuse by completing (a) - (c) below: N/A (a) Type of site (golf course, commercial landscape, etc.) (b) Name of facility accepting reclaimed water (c) Acreage of site 2. What is the quantity of reclaimed water used? N/A 'mgd - million gallons per day 3. Describe future reuse plans When W WTP reaches 100,000 gpd then reuse will be allowable. Effluent quality and reuse options will be considered at that time 4. List all potential users within a 5 mile radius of the wastewater treatment plant. Include a snap locating potential users in reference to the wastewater treatment plant. N/A D. WATER CONSERVATION PLAN Please submit a water conservation plan prepared in accordance with Section 12.4.5, Applicant's Handbook, Consumptive Uses of Water. Attached E. ESSENTIAL USE 1. Are you requesting an allocation for fire protection? No (a) Specify the number and location of well(s) or pump(s) that will be used N/A (b) Calculate the amount of water requested based on the pump's maximum capacity (gpm) pumping continually for a 24 hour period N/A mgd. PS -2 PRESENT m d' PROJECTEDyrs) (mgd) Average daily flow Maximum daily flow 'mgd - million gallons per day 3. Describe future reuse plans When W WTP reaches 100,000 gpd then reuse will be allowable. Effluent quality and reuse options will be considered at that time 4. List all potential users within a 5 mile radius of the wastewater treatment plant. Include a snap locating potential users in reference to the wastewater treatment plant. N/A D. WATER CONSERVATION PLAN Please submit a water conservation plan prepared in accordance with Section 12.4.5, Applicant's Handbook, Consumptive Uses of Water. Attached E. ESSENTIAL USE 1. Are you requesting an allocation for fire protection? No (a) Specify the number and location of well(s) or pump(s) that will be used N/A (b) Calculate the amount of water requested based on the pump's maximum capacity (gpm) pumping continually for a 24 hour period N/A mgd. PS -2 TABLE 1 HISTORIC WATER USE Last y Years Past Population Populati Served Per n capita usaga (gpcd) Household Avg.day Max.day (mgal) (mg8l) CommerclaVlndusVlal Avg. day Max. day (mgal) (mg0j) Irrigation (urban landscape, recreation or common areas) (mgal) Water utility (mgal) Total Annual Avg, day Max day (mgal) (meal) Installed Wellfield capacity (mgal) tg 89 8445 3378 87 .294 .575 N/A N/A N/A .294 .575 1.728 1g 90 9022 3608 86 .309 .495 N/A N/A N/A .309 .495 1.728 1g91 9608 3843 80 .307 .507 N/A N/A N/A .307 .507 1.728 1992 10233 4093 83 .340 .533 N/A N/A N/A .340 .533 1.728 1993 10898 4359 85 .370 .572 N/A N/A N/A .370 ' .572 1.728 19 19 Maximum SJRWMD Allocations Household Type Use Average daily per capita use: 150 gallons. Maximum daily per capita use: 300 gallons. These numbers are based on national averages for 1/4 acre lot, and Include combined Indoor and outdoor use by a household. Commercial/Industrial Type Use Varies by use. Use Industry standards. Irrigation Type Uses Varies by irrigation system and soils. Contact District for allocation determination. Water Utility Use Water lost due to leaks in distribution system, priming pump and flushing lines. Usually 5% -10% of total water pumped. -n A TABLE 2 FUTURE WATER USE Next Years Projected Population PODulat i Served Per n CapitaAvg. Usage (gam) Household day Max. day (mgal) (mgah Comme(ciaOndusalal Avg. day Max. day (mgel) (mgal) Irrbation(udw landscape. recreation or oommon areas) (mgal) Water U611ty (mgal) Total Annual Avg. day Max day (mgal) (mgal) Installed Wellfield capacity (m9a9 1994 11570 4859 90 .437 .730 N/A' N/A N/A .437 .730 1.728 1g 95 12322 5915 90 .532 .889 N/A N/A N/A .532 .889 1.728 1996 13123 7086 90 .638 1.065 N/A N/A N/A .638 1.065 1.728 1997 13976 8386 90 .755 1.260 N/A N/A N/A .755 1.260 1.728 1998 14885 9823 90 .884 1.476 N/A N/A N/A .884 1.476 1.728 1999 15852 11413 90 1.027 1.715 N/A N/A N/A 1.027 1.715 1.728 2000 16883 13168 90 1.185 1.979 N/A N/A N/A 1.185 1.979 1.728 NOTE: Projected Population of 6.5% is based on historical growth rate trends obtained from the City's Comprehensive Plan. 'The increase in population served is based on both the increase in total population and the goal of the city to gradually increase water utility services throughout the service area over the next ten years. 11. SEASONAL PUBLIC SUPPLY N/A (Mobile Home Parks, RV Parks, Campgrounds, etc.) (Submit 3 copies of application, supplemental information, drawings, calculations, etc.) 1. Number of acres owned: 2. Total number of lots/spaces: 3. Average number of residents over the past 12 months: 4. During which month is the park most occupied?: 5. During which month is the park least occupied?: 6. Does each lot/space have an individual water meter?: 7. Does this facility have any of the following water uses: (yes or no) a) Laundry b) Swimming pool c) Common green areas under irrigation system ( total acres) d) Bath house/restrooms e) Club house with restrooms f) Other uses, please specify 8. Attach copies of DER monthly pumpage reports for the last 12 months. Using the past 12 months of DER monthly pumpage reports, please calculate: a) Average Daily water use over the past 12 months: mgd' b) Maximum Daily water use over the past 12 months: mgd' c) TOTAL water used over the past 12 months: mg 9. WASTEWATER DISPOSAL - please specify the percentage for each, to total 100%, Offsite Discharge PRESENT % Individual Septic Tank On-site Percolation Pond On-site Spray Field Other: 10. If wastewater is treated on-site: a) b) C) d) PROJECTED % 7 YRS Specify level of treatment: Maximum treatment capacity of plant: Average daily disposal over the past 12 months: Amount of water reused: 'mgd o million gallons per day PS -5 mgd / to be reused mgd mgd mgd Dep; Water Treatm( Lead Operator Signature: _ %a•:.. >" Operators' Name: m�S% How Many Other Operators? (See Reverse) _ �..,, ",i =`.� Note: Give remarks on plant operation on reverse side r -.,,; i. Design Flow: (�'(,-7 Total Metered Services at End of Month: _ iah. , 1493 w Data CHEMICALS IFitter Hours fifter Runs BBetween POUNDS USED M:) 1"do Washings OTHER $ 'O Jd- 1w- woo m C3j 0 J W 0 p`'�c a` � 41Till AP- 7 � 1- 6 £3 `s 1' 2 3 1 7 B 10 12 60 1 7 1 9I.S 2- 76 131 2 7 327 291 1 43 .ZI-T 15,7 zS lo.o 3 7 3A0 314 iy¢ 2+s 131 1 8 3G3 301 3 Ai3, 2+5 /6o zG 10.7 s3DY- S6 300 /2µ 24 2 7 3a.8 303 131 28 R-7 7 7 30B 299 14z 15 9.3 s 7 33 198 1µ/ • Zy+ 10.0 s 7 312 3o5 /+/6 z•6 9.3 8 342 355- /59 � 11.q 8 319 330 111 86 X30 179 z8 10.7 / 36p p 9 o 3/ a6 E17 $ 3'71 e2 56,1/3o /3 a 1. 7 3Zy8 3Z3o/7 .3.29 - 310o.o /O 3/9 ss S9 3Y d,?( . 39 H 97 .1 0.6 ' 20 33 d 711.3,215- o3 30 20. 21 7 313 3o3 165 - a 3vo 3/3 /d o as 0. 0. 23 7 3 310 /62 26 /0-c?21 332 32o 75—T Z.7 10.7 25 7 316 301 ISz z6 10.2 zs g 3;T3— Z 8 Y 43,a/5- /SD 2R 27 7 326 zE 7 ¢/, ./ z/S /70 28 17 1 Sol z9 15t 25 9.6 29 7 313 8 58 13 10.0 30 7 31fo 301 1515" .Z3 /o.o 31 7 3x8 32. 146 77 10.7 AL xz8 f0 305' 63 y SAa 7'eo +{726 807 313.6 JAX• 0 36v 86Y3o 2o3. 7 30► 17643 z+s 124 zz Sa• 7 3 3 a 30S- yy 52 2-7a 1s, o r_ I I +n + iah. , 1493 Stale of Florida rt or Emironmental Regulation Plant Operation Report i''93 Cert Na Name of Plant 'f Utility Company:.!2 Month: 1-,/�0 Telephone Number: I.D. Na: J.i T/ / `S Year: / 9 ? El MC ©os Ammm ®®mmiomo ffil �©MM " m0i�mmmR3 113 EM9393mmcs NIZZ012 ON®®m rra�o�®mma�mC210 OMmUMIUM „ MMnMnmmm mmmmmm Ummon®ummmar� ®ONS EMEM 0 01MnnM0051 Im ON FROM 0013, �0.01ME! ®m ® mmm to RUMOmm� 0 am ME®®®a m r�r�ommmmmm 00MOMmmr•� N Ca WINUMEM MIUCAVO MM UmmOMMMIMMU win 0 mmUariUm r�r-A 0MOMMM � mom�®®mom©orIAMIN EM En r�U MM r- MMMU WMEIMMINO M ®m MM „ MMEIMM MIM. m�m��n� P0nnnM N MEINIM®� �v�rir��mc�mc�►�Mmraari MrAI MMWAM w Mm®c���ara►m►m►,�MMOMMM 0�nr®n��m�m��m■rinm : raMmc�mm�r��rmr MMEIMMM N om m MMMONIMMU ON Mrnme�cnr�r��MMM SIMM •� ONE�� om�nr�mmmmMM r ► - MMMonM®n MENIM .l . ©�r�o rr� , mmm a�c�rmMHMMEIMMn ►��r MINIMPA MEM, M��Umo mo mMmnEIMM" �mnMONO !M MMU r��MMM �� NIMMM mWEINI®MM�©�r�r�m®�m�mma�r� ®: amm r, moron �nMONO M =OEMr�mm�m�m®�C��JROMMOMMU Mn® MUM13, mmmmmmmmU mom ., nnmm mn ONE®®MONEU mmm MmOMOnmm .. ME! MOM®®®EMO rim Jmm LTlm�r��OM®r• MMM ��1 Mn®nEINI®®©mr orw1j, m11A mai®ter mMOmOnMON �n®nEIMMMEM REMMMmMmmm 00MUnn®0 mn®nnNI®MmORMUMMmmmMmmmU.®ter nnmM- mnEn��®��o©�r�r�mm�e�mmmimr��mom OVUM ....................... ®..M _.ON 1001001nM®mMMUNOMMMMM®0m�r� MmmMINIM®®nMCME min®�■nM®®�m��r�Fa „ , MM . W MRS ®ISBN _ ®mc�mm®mra� Dep Water Treatm Lead Operator Signature: How Marry Other Operators? (See Reverse) Operators' Name: KN 8R I S IE ' Note: Give remarks on ao Tommy f tLf s plant ' operation On feY'efSe Side 7DIn S %/RTZ/NSE Design Flow._ � . Total Metered Services at End of Month: 5� MR E lr-S Vp) EM Nw>ny. 1. K Feb, / M9 ,. w State of rlorida �+ d Environmental Regulation Plant Operation Report 993 Cert No, -.G- 7/33 Nameo(Plant• teYisTlro i,l.°NIGH[HwDS County:SNl Gr6-NevAL DEVEtoPntl:N� Utility Company:I.0. Na: 33 Month: F't e K U )4 Year: X99: Telephone Number. yob 6s9 - 0340 // RL,/ 1 ��, man ■ -- �mFairrr�mmc9 rIAM 9Mm -- ■mrmra ■®■■■rte ©■r3�im rn MMMO MIRMr� r ■u. ■■■® �©■r•� ,- 0 mm MUFFA r�■mr r-� ■11�■■■® U, CA 99 MM MMt!J■I11MMMMMVRA rJ 11�J■i3■■■®om MM Rflll7a® llJLi7fJ m■MMMM m■■f1jr.1m M o® mama 1/d•70 ■■ !'��37 t'l■rAr1low Elva d�R'JIEL�id�f�llftf�3'Irf.' MOMMA U �1■►�■■■Fn M rl rr. MUMMIZIM m■f■■■ in m ,. ■nmm ME NNE n a MUMMMM. �■m■■■���7F�ri©■��l�3ImMl�mMMFdJfl�mOminlEM M, ■■■■■®� ©■ream®a�mmmmta�r�mmm®r�■®®o m■m■■■® mm©■ri 102 In im�MMMMMv m■r ■■■®�mm©■or�mmrMa�c'som�aam m®r�■MMU r�s�i■■■FA ia�■ffl, �ra■r�om�Mmc�nmmra�ommIM MIMMIF3 n mmm67 - RA►1.3'JMmm■mmn MIN MMM S010 E 1� �A®L'�A� 1 M® o wnM m■®■■■� ��a�■r�snMmmr�r�ma���riimMMM"Mmmca ■■■■ an MMMIMO■®mU W■�J■■■F.7�m�1�lJ■Elr�010, ma'IQlra�O , ���0■�mn r�■�■■■®�m!�m■r�r�aYAm�mmmmimnir��®n■mm� ■®■■■■� ©■l7 M M67 MUMMM0 �■ ■■„m0 mm®.■mmo ■ ■■■■mom©■■on■mmm®�®e�mmmmn■imm �■r■■■� ■■■■■i■■■■■■■■■■■■:I■■■■ii■m■■■■■■■ r1■ rr r�m�amINf'n�m� rsrmmm�■nc�n ■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■ ■■■■■■�■■a ■■EENNUR 1w■■■■■■■■■■■■■■■n■■ ILS■®■■■®0 Ea9©■[� . m®1�7mm0�1'1®r�r i im®” ON `�'■■■■■®■■moo■ ; ■©m©®®mom■■■■■ : ■�� RL,/ 1 ��, rn CIN cL� t. 0 CL 0 Cc C: 0 0 �0 CL 10 zco 3CL � C § N YE nS N cu 6z Fhb 7 ,;, w "'1 0 Q!�ri�� ...r• "'' Dep IL'1��� raa•��.....�. Water Treatm e,,� ri Kre- Operators Nam/L: s % ST,,.7ziN c LeadOperator �,er Signature: (See Reverses Sew -e sat End of Month: Operators? operation on reverse side. Total Metered Note: Give remarks on plant CHEMICALS Design FIO+r Filter Data pOUNDS USED o w «- Hours fitter _ OTHER o_ ftOwee ingS ��B a• wOD ° 3 a � r� 0 3< O m £ E t k �<r �w� o _ s 10 12 t 2 S6y30 2 367 23 1. l 2 36' pro �6 25 i 3 8 3L/4 313 57 7 332 35Y 62 75 0.0 5 7 31v jq as s _ for T 36/ qq hyo 37 q3 -115' 0 g 30 6 l.2 out e 8 35 31 N 93 aIs, 73 !73 em 30 Y ,o . ,3s 358 38 a — 11 357 12 399 S 382 336 H7 a/S 9S 13 14 7 3.f¢ 336 zl7 /3,25 zo6 z$ g 1s 7 36l 333 � zo 0 15 7 342 z91 7! z7 s n 7 3 -3 312 355 160 30 = 1s S 3'l7 3 M ,21 IB6 11,8 t 1s 38Z 311 Jzo -3 30 8.1 20 361 3 3 Y3 rS 171 0 0.5 21 2z 0_ 333 3o3 53 z G as o S l.9 7 397 37 7 za / 9 yj2 �s R 377 380 0 Q!�ri�� L'Q��i'►11'!fa IL'1��� raa•��.....�. DEN iwm 1>.SSSOIOP) F�4tM N •w. �. ro!E Lead Operator Signature: ivi —'e How Marry Other Operators? (See Reverse) _ 3 Note: Give remarks on plant operation on reverse side Design Flow. Operators Name: M Water Treatm oaJ ��,'sKre Total Metered Services at End of Month: p oC ' o w ;ate <1 d•w� J O o<= 3 0 w r Z w ¢<� i r_Jo • 'O 3w= OJT Filter Data Hours fitter Rum BetweenOTHER Washings m e _ d U K V CHEMICALS POUN0.5 USED U 1 1 2 3 + 7 6 10 12 1 9 as �ia2 ..32 2 /oHN H5 0 3 3 / 33 33 vsats /69 1 3 a• + 9 3? l 346 v3 ars ly 333/ l8/z s 36 7 0 s 3 VI 22 y3d 2 35' 7 Y31 6 v 7//t9>y/s., ..• s 3 s 35,7 4/y ISo 3 39 8 o10 z,0 11 0 369 y32 l7/ 12 3S 35' b o //182yo 13 -YO 57 3b6 l / 14 3 S 3 1s S 6 •SD 1 3 38 SIs 178 7 //0 8 v ass` IS -333 /0.6 1a /0 87 34 209 6 3.6 18 8 70 313 is 2 ,26 0.3 ' 20 g 33.2 33/ 36 .tIY' 61 3• 21 Hoo 337 4/ y 1S- 18q 30 /.3 22 3&S 38S /SO 33 0-7 23 9 yt S Oz AS, 33 /i 6 2+ o y53 39/ 3S yd,ats 33 25 /0 vs) Hoz 177T 33 //•/ zs 367 362 4S V3.dtf /50 30 27 3 IIV3 /22 '. /.?•z 28 yo 7 a93 6S 2y /•s 29 7 30.2 a58 //3 1331 aY $.9 30 7 299 ,7 J6 // a3 S•o 3, ao 3�8 / 3 as 8• ? 7L1rAL -)nl6 I b67 "57 G SdaS sts0 $6 3So L/2 IN..9 572 z99 S3 .176 jt3 G48 27 IqbI I y30 43,A1S I H6, 301 zHl bl /67 Ho X3 32 11,3 11aacoy�])EM N. 1,1 110) .,tale of Florida lent a Ei vironmental Regulation 77 �tPI _nt Operation Repot A�}G _ Cert No. C -'7 q 3 3 Narne d Plant eho s r. fF '�/ C a vds Counly:.7 4,112 ffl v ff Utility Company: 6en)nro/ Df- et/Wjj e-7- I.D.No,:33///3C Month: 'ht% Year: 17 93 Telephone Numbe./o i mM. Elm 1©w M. 113 .• r�r�m��mmmm� �• m�rm®ni��n m.MmmmmmMOMMMM ,. HmmmmmMOMMOMMMMMOMM. mmm►�mmmm000©00 ®®Mnm®MOMMMrmmmono" mr:�m�mmm®����m�r•�mmmmmmm�o®mim�r�m®mr,� - mmmr�mmmm���mmric�mmm®�mm�r�m�m®r�mmm „ omm MOMM000r�r�mmr��®®�®©rm .. mr�m®mmm��m!�mm „ommr�mm�maie�mmr�ammm�mm mmm®mmm���mmnmmm�mmmm�r��mr®om®mo mmm�a■,mmMOMMmmnr�a�mr�mmv�m omMUM mmmri mmo mm MUMMMMOO MM mrmm mm��monr�m�mmmm�or;mrr®c�mrnmri m►�mr.�mmm���©me�ri!�r�.»mmm�or,rr��amr�m�mn m�mmmmm����mme�nm�ca�oc�mm�r�rr�m�®e�m�a�r� mra�m®mmmr����c�mnmm�raim��nm�r�rr�mrr��r�m�mr� mmmr:�mmm��m�mmr�r�mm��mmc�r�ar�r�mm®nm�mri m�mr�mmm����mmr�r�m��a�me�m�nr�m►�®r.�ms�mr� mr�m®mmm����®mr�e�m®�mmmma�ora�m�mom®mr� m�m�mmm®���mmnna�v�maa�mm�nn�m�mnm®mo m , mr�mmm®���©monmmra�mmmm�or�mrm®om®mo Lead operator Signature: `— — -- _ 3 How Many Other operators? (See Reverse) Note: Give rernaft on plant operation on reverse side. Design Flow. De Water Treatn operalors Name: IMA,7 0`51" TU STI�TZ/NOt Totat Metered Services at End of Month: — 11 ,vuinAl Q DER lam lldMi ) En .w He.•ma• .. ,w •. jw • o��w��mii�n�®®mac®®me vown�wt®��s�ra�wmm�w �vow�wEi����mwmwi�-s�■�� vr-IA Enow�mrrntwmwr�wta ■m��w•®Now�rr��wmwr��� ®oma®0 mm��� ®�w•sw.ME1wmmns mo®��Mw mmEw- ®owa�No mwIMMK" ®wmw W mow•�sn.����®wmmvm m©w•������t�wmmr�wt� Ac•�wa�w.����r�wmw��� o�tw®m��w�mwmwa��■� Ere= 09". �w �t®w•®m��m�ur�w�iwr���� DER lam lldMi ) En .w He.•ma• .. ,w State yl Florida lment pl Environmental Regulation ;ni: Plant Operation Report _. Cert NO. Name of Plant Utility Comparr Month: S(- Telephone Nun CHEMICAL AND PHYSICAL RESULTS (mg/n I.D. No.: 33/// 36 Year: /9'73 DOSAGES (mgM RAW -SETTLED FINISHED OTHER HARDNESS AS CA002 e 6 as 6 LL 'd o W = � � E4 b g � v M � E " � s .�'n c a E n m •� a ' pp a a55 7C' U a S 4=4 ,,t a a Y a aa`o o E U Q U a: f F U a U ¢ U a:12 16 18 20. 24 25 26 27 20 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 47 48 e<d,3 :: R I, :UP74-26920 q, 3Y x 9Y 16 vo �vt 36 XG l9a /88 /bY 3./ 6 / y1 /(-7..,:-- 9,81 z a �' V,21.276 . A 26ff 38 ,23 6-0 :20 yo yo X 7.4 171 P76 268 Xq 38 1,9r V0.o /G Y± YL yLq 7.6 /74 R8 .7.8 174 % .29S 16 30k)A'4VS 4o Hy Ho ,6 6 8 /9/--7.1 80 48 Y Y ¢ 3H!4 '14 0 76 m 174 11.`0 /n4 7-? W.n CG K rb d 7R // �� i 9 U4 7 A. 6- c S (d Fl.da Dep.Nn m d ErMmMm I napWWbn Water Treatment Plant Operation Report Lead Oporalor Srpnmum: How Merry 09w Operabrg! (gee Newrse) _ 3 Operable' Nave: N /3r r s Kr w �, Na e.- 7113 j Named Platy; Sa 6 a eY. ems. //"I/. d Nato: GNe remada: on plant TO+n v*r v E.CG; SS opaadon on rarcrse aide Ua'Fty Compary. Cies, a / Dt ✓ / Coanty:S,., Design gvn•,67 TO'M Ti �7"zrt✓ e.- MonMc _-J—r.f� I.D.Na:33///36 Total Memw sarvkea at End nf t,lnnlh- v v7 ./ io GF—2 10/29/93 16:41 O CL m 164 $14075699744 GDU VERO BEACH -», HARTMAN ASSOC (6008 L Q1 CO 01 10/29/93 16:44 $140.75699744_ 0 CL m 0 C o —, -.w via GDU VHHU BEACH !I 4.� HARTMAN ASSOC �Lileeeeeeeeeeeeeeeeee �©ICCe����m�Dee�ee�Oc= -©1119 mO110 ®USE . �I�m��e�eo�e■�e�■e�eoo= �1311SE���®F��6�C���E®t�®off eeol©�■eea�eAea�a�oaa ®ol��o�a�eeo l ■aeeEv 001=09 EMBED FEEB slum BEEF EBIO ©E 12"6®A .. 011811 110€ ME ©IME ®plE�L��OCC� �clec s amO E7E1■■■■■■■■■■■■■■ loss ■ EEE® 1e1EE Bx011013 e�©IE3 MER er1OIga MiEe���3��e®D�e� ■■■SEl�1■■■■■■■■■n■■■■■■■■■ 00001111■■■■■■■■lo■■■■■■■■■ �Il■■■■■■■ni■■■■■■■■■ ■SDI■���t■®�■H■11■���I d:l91e®lee■else■lee■eeee = f3 O1195 EGER ®�6�e `I SEEK INS ®clan ENO 1?lsl~� �1 oillillllllllilllil �kllillllllillllllllll 11111 oil HERE iiE1 11111 ®tlllllllllll�llllllllll 111M� IIIIIIIIIIIIHIM ®0111 111l �I Illllllll�llilllllll em�ieeeeeeeeeeueeeeeeeee ee JMISSIe■eeieeeeeeeeeeee ■■■mGIOC�7■■■L�OCf�i11■■x-18■8■■L �oio�o��oo��®®eee�eee�e� Milli NUNN, Dep Water Treatm n/ 3 Lead Operator Signature: : /i " j i! ( Operators Name: o 13,,K1 How Marry Other Operators? (See Reverse) T>y r y CL4; s Note: Give remarks on plant operation on reverse side r Design Flow: Total Metered Services at End of Month: w�0 "J®www®wmw®w� ■mom®www��wmw®vww w Filter Data sEa■�w!®��ws��wmwm��wt�w CHEMICALS °- I �wr.-�w•�ww�■��wmwm,�w�� POUNDS USED ¢u OTHER ■v�i�i�wwiw■■�w��' wr��ww ©v®®m��■®rr�wmwr��w�■■ OuH on LHoumfifter ®as�nwa�mw�®www®�w��■ <ZK ;. �Oc dQ<� ®owe t=iO tE - • w�w�rz:�wmw� 3- JWf <-1 i o �wmw����ws�r�wmw g g p o = o� ©oma®mew®��mwmwr��w�� v 1 2 3 4 1 7 8 10 12 �15�) o�m��mww�rrr�w®wm����w 36 7 a 8 86v3o 2 as omw.��:ram�ws��w�aw®www �.s z 35 o� a3 3.? /g8 ®w���www�w�w�www� .2 /v .7 3 8 3v9 313 ■■ ■■ww���w���w�w�wiii� k6 25 /.1 • 7 332 351 57 I o.S s 7 31q �gy 61 1S o.o s 9 .19y .25- S S 7 7 ,36 / 3.2o 37 y3 i5 0 8 .6 e 8 35 3/ H 93 a/s y3 3o 1. 2 s 3.2.2 29-, /73 .2S /0.2 10 . 33'. 358 76 30 //. Y 11 3S7 3Y? 3 � /. 12 349 366 L .? l.5 13 S 382 336 17 .7 is/95- 9S a //•6 14 1a 7 31A4 336 217 8 /0.// is 7 3P 333 / 113.71. zo6 1a -/ R42 24/ 1-7 S? w�0 "J®www®wmw®w� ■mom®www��wmw®vww sEa■�w!®��ws��wmwm��wt�w �wr.-�w•�ww�■��wmwm,�w�� ■v�i�i�wwiw■■�w��' wr��ww ©v®®m��■®rr�wmwr��w�■■ ®as�nwa�mw�®www®�w��■ ®owe - • w�w�rz:�wmw� w� �wmw����ws�r�wmw . � wi��■� ©oma®mew®��mwmwr��w�� o�®�www�r�www��w� o�m��mww�rrr�w®wm����w omw.��:ram�ws��w�aw®www ®w���www�w�w�www� ■■ ■■ww���w���w�w�wiii� MR lam I1dS6 M EM � 1, t .n als /e.z les /d.z 35R 17G 30 ,,/. I/ 17y p•o i�3 v State of Florida w,®www®�wimw®ww ' ww �rmwmw�w�w ia:w�w�ww■ Department of Environmental Regulation . � mwIMw®ww■ ww■ Water Treatment Plant Operation ®www®wmw�ww mww®�rmwmwr�ww� MwMwMww■ i�®www��wmw®wiw MwMw®mw 1-;i®- w!®mwwis wmw�ww MwISIw ww imw.�wtmwws�i�wi�aw®ww to Signature: mmmw Operators' o J i■�w■w�i■ww■�I�wwwiww=■■�iii Cert Other (See Reverse) ■i■ww�ww o� y CLL: s ww■�wN�wwwwwwl -ernarks on plant operation on reverse side. MIN �r"i=M=MEWE0 T STr T.Z/ r�iIEi®ii - Total Metered Services at End of Month: 7 MwMwmww ° W Fitter Data CHEMICALS °-Hours «- fitter POUNDS USED DOSAGES (mg/1) 317 <10 ¢<S i Ey`o Runs Betwee Washings _qq OTHER mw OTHER e m Y ggg jk r<-w�5 WV <Z5 ° > a E i' FJ=E 1 o o 8 ti E o o 't = 0 5 o 7 C3 CS d 7 f5 6 6 1 2 3 4 78 10 12 �� 16 18 20 367 a 89 86N30 2 as i.s 4-q,, Al 3S 306 a3 3al /88 a /o.7 8 3`75 313 �6 .25 ,i•7 /E7 9.6 i�•z 7 33.2 3.5-Y 157 1 o.S :' !u• 1a.6 7 3/y o23V 61 Z5- 0.0 12 0.5' y,3 ,98 .?9v /67 ?S q. oy a:z !. als /e.z les /d.z 35R 17G 30 ,,/. I/ 17y p•o i�3 .bnl E+ � 1. IM oma w,®www®�wimw®ww : • ww �rmwmw�w�w ia:w�w�ww■ msw��ww��r�wmw ®�www�i�w®wmoww . � mwIMw®ww■ ww■ v� ®www®wmw�ww mww®�rmwmwr�ww� MwMwMww■ i�®www��wmw®wiw MwMw®mw 1-;i®- w!®mwwis wmw�ww MwISIw ww imw.�wtmwws�i�wi�aw®ww mmmw mw i■�w■w�i■ww■�I�wwwiww=■■�iii ■i■ww�ww ww■�wN�wwwwwwl MIN �r"i=M=MEWE0 r�iIEi®ii MwMwmww 0M mom .bnl E+ � 1. IM oma : • ww �rmwmw�w�w mw®www■ msw��ww��r�wmw . � ww�w�w ww■ v� mww®�rmwmwr�ww� rr�wr�w!�ww■ ®�www�r�wwwi®www�i�w�w®ww■ m��www�a�r�w®wmowww�wr�wr�ww■ imw.�wtmwws�i�wi�aw®ww n�wr-a�w�wiw i■�w■w�i■ww■�I�wwwiww=■■�iii ■i■ww�ww ww■�wN�wwwwwwl wwwwwww 0M mom mw .bnl E+ � 1. IM T State of Florida meat of Environmental Regulation nt Plant Operation Report Cert. No. G -7q33' Name d Plant Utility Compare i.' . j . .,,., .. •-� . ,.: �. Month Telephone Nun JUN 2 3 1993 County ---T elm;- ,Q, v < r I.D. No.: 33 /V/ 3 G Year: 1273 Lead Operator Signature: How Mary Other Operators? (See Reverse) - Note: Give remarks on plant operation on reverse side Design Flow: . 67 Operators' Name: State of Florida Depanrn nt of EnAronmental Regulation Water Treatment Plant Operation Report KoN bKlSl< -Torn S77IZTZ SKIP CRuI Total Metered Services at End of Month: Cert. Na Name of Plant: J Utility Company. Month: C Telephone Number: W, County: -- N D/ A N EwT I.D. No Year: / i V DERE I)SSS9kp)E+ Rwe..:... t roes ��®©nss�aorimsr�®s's�m�.m�..�r��1mm�00Fr0®0 • o©o©000mm©vo►mo ■io®�ii�� ®�■�m�®®®m® mm0®o0HIM�j.mm®m® �� �:�����i®© ©D®®■■■�M■mm • • ®■■&Li®cgl®®■■®®®� '/©■ •Y ®IL-1 - M m' mm ® ® 0 ©0[3c' OD� ®■■■��■m■®■■■ •• ■!�■�■■■®®gym©■ J ® MMMMM 0F310E1■®m M11111111111111mm®■■■ ISIM •' ®tom®rJ■®® rrJm®M'!©®m�r�m oma imsm■■ 10111■Qt [MM ■amommmom m©■ •/ r1M mmmm En ®C'L'1 mmm®®■■■ ®■m■ON■■■ • ■m■m■■■ml���i'I■rdram EilMOM �l"1l��0®[59■�M o■■■�®= 0©�®■■mem■F�r7m®�■■■ MINE! 0011 ■Ora® • mMOWER EFv"om UNIM M X0 ■�■�■�■■®®mE©■ / r1®rJt�m�®rte■®® mi7m 7 = ■■■�m■m■®■■■ ■�■� ■■®®mm®■ Mw Mm® ® M ■mrsl ®o�rsa®■■■�■®■m■®�■�■ �ml■■■�®■m■�■■■ ■ ■®■■■®mom®m■r1 r/ 9A Mwo 0 0®m®rANIM ®INS!E- ■ommimmmm EMmrls■ •• row 0 ■mmr Fi■■ml��■m■®■■� '■ mM ■r. „ m lamm m rA ■®tel Y Z1■mC'�®■m ■ 1300rArA ®00 rA■®IXII ®©Q'mimrm♦■■■�Comm MON 1M MOM UINwr©r ■■ ■MMMMM■MMEMMU■rarJm ®mm C!■®E] , IIZMICN�®®■ ■■■ ■ommommmmommr1■r� r• m mM M- mr.11111■®mrY IMZWEE mu■m I■■■ ■m■®■■■®D010MOMMO Ora® mml 1®ri■®mr 0®®pmt■■t�■�AOmQ!©■■■ ■fm NZINOMMMIZIO©■UMM . MMIZI J1000Mm■®®r• A��®■■■���■mmr>»■■■®®mom■®■■■®m�m©■r�omm . mm1711 ��:r, �mr�■m©r MN 0001111111 . Umm��C���!'� ®[':]■®®r i�®■®■■e®■m■®■■ ■ra■®■®■■■��mme�■r� r�0 mmm®®r�m��®ra■te ®r I©0�3�®■■■s®■m■m.■�■■ . ■�■�■■■®3Lmmr�■ - �°ime� ®��r�■®ter ma��l■■■�®■m■��■■■ ■�mM■■■®m�omv■r�r�� ■tram®®r:����®rAmMM . ®ate®■ ®■■ E�L-' ■ra 0 '•momrFJ®�JEm ®® ■® �M�®�� I® m■ m m ■ IIIZ ■mem©■r�mmu® MrAmMMM„ OIIIIIIIIIIIIUM11 110©N■ ,. i'J® �Om®0® r/ ®� ®r/ ■®�r� omlll m®rrm•!��■■®■m■Imi■■■■I�■��■�■■■I���mr1■Ir�r>tm S■ OR■MtJ® mmmm� •�m��®ca■®®.. ®�L'm• � mtilcc��/�rJ :I>rl® ■®i'ar� i■■■��■m■®■ ■�m�■O■■■®I3 ®1Q, ME , 0 • ®mm®�C����® �1■®f�1CJ ■MONU ®® „ l0■ lm■MOWN®MONr m®Jm � mo, j�mm■E /. ■■ ®I■II■I�I■■_�-®■Il/ll---fdl�Ii7,©- YI s/l■■ r/L\�.A7 .i IKYi�r7�� DERE I)SSS9kp)E+ Rwe..:... t roes Lead Operator Signature: SU d TJX- --y How Many Other Operators? (See Reverse) Note: Give remarks on plant operation on reverse side. Design Four. . 67 Water Treatment Plant Operation Report Operators' Name: KoN -6R15tcIE rti �1 R TZ 1 Khf-Tq Total Metered Services at End of Month: CerL No. Name of Plant Sc bi�STI qtl H\C-H LANDS county: atj Di n RIVER Utility Company: GCNi=RRL DEVEw Pm Exr I.D. No.: -j3 11 , �3(0 Month: NoNEMBE-t2 Year: /943 Telephone Number: 40 7 5-B 5 O 3 40 •- ww Flier Data CHEMICALS CHEMICAL AND PHYSICAL RESULTS (mgA) o- Hours fitter POUNDS USED DOSAGES (mgl) RAW SETTLED FINISHED ii: Q<e 1 Runs Betwee Whashings m OTHER OTHER HARDNESS AS CAM, 0 Jdp wUt so ° p E r� W o t� W w co F O O 3 0 E n dp n U A� 6 6Y 0 ] U LLgC Qi Os �Y 3J JW4 E JC E m G o V ,'' LL C `` C D m y Q J S U Q `o .J Y Y T 1' s m j 9 a a O 4 - mm o 1Gi :i Q ¢ < moO0s f -1--N! 1 2 3 a 1 7 B 10 72 16 ie 19 20 24 26 26 27128 2e 30 31 32 33 94 w 36 3r 38 39 4o at 42 43 m 45 47 48 4g t 7 370 3.2S 3 3 2-15 qO 2 9 ko.3 18 10.3 2l --7.1 16o 26G 25Z y 30 3o Y.8 16 S2 46 4y 7.6 /916 zlb z -2 3 z ya 126 1 2 7 375 326 2 4-32 s- 28 S 10.3 .226026 260 30 7.6 1162228215/3.2 ,1 32 95 3 8 370 333 16 a.l 7.2 2-58 8.2-511 4 36 7.6 132 2q 2'10 3.1 -2 38 1 or a 3SS" 3*2 29 � ro.2 7.2 256 261' 260 tf 30 0 0 0 7.6 95 21# 268 2-b 2.8 ¢ ! So s cJ /3 333 C6 33 !.9 7.1 251 25G 93 30 Pt ¢ � 76 2yJ z5b 2-51 3.1 .1 40 6 5-22- -370 14 431.5 29 ¢ 04 7.1 251265 4 36 � ¢ ¢ 0 1P 7.5 2 27C. ;h' 2.9 7 X06 3'F8 198 3 v f l • 8 310 10,3 14.1 7,3 251 265 6 4 % 76 9.2 16 Yo 56 �1ri 5- 224 240 236 3.'i 1 y� a 8 391 3 9 62- 43115 161 29 11•G gra 9.9 S.5 7.225b272 -TLB 30 69 9S 16 s2- bo Sy 2-6 110u 2102• > ya M. E .1.H5 ' E+ Hewn � � Lead Operator Signature: �AYJ1i 2- - How Marry Other Operators? (See Reverse) -_0 Note: Give remarks on plant operation on rever.;e side. Design Flow: . (,7 State of Florida Department of Environmental Regulation Water Treatment Plant Operation Report Operators' Name: Kohl LAK 15 K i t Cert No, ST12TZ/NGFR- CRIAc Total Metered Services at End of Month: Name of Plant: Se13AS-1AN HlC-HL-4-D-S County: s-A.D1An/ /11VCK Utility Company: C-EN6�?v9L Der"ioPrnrh- I.D.No.: 33111 3E Month: Oct Year: 1 9 9 3 Telephone Number: -10-7 .�'� `� 0 3 -,/C p . ( 11111,, RI E� „owner ,. nee w° Fdw Data CHEMICALS CHEMICAL AND PHYSICAL RESULTS (mg)q 3�< ci7 j Runs 89Meours r POUNDS USED - DOSAGES (mgA) RAW SETTLED FINISHED c �]o ~yv Washings OTHER OTHER HARDNESS AS CACO, m 6 6• <¢ ¢ • I O H m q St ° W O 0,0 3 u .' E 5 a` i v O a` a O w A _ ? q G f<r ; F E - Z 3 c ° € o o v to c °c a t O m sJEj aU a O.,�E a x s 2 = s .,i = p D Q � a E `c5 LL e E o o r c i LL S cl Oco a a < < m mso0 3U0' 0�O P.. ti £ 17 U r a f U 2 U U x = r a s r c� a 0: U ¢ U U H .0 .g r? 7 2 3 4 7 B 10 12 16 18 2a 24 25 26 27 28 .30 Jt 32 33 3, 35 36 37 38 39 40 4t 42 43 44 45"4748 1 g 38'f - 324J 52 51615 / 30 / .l - - 177 Il.f 17.1 '7.22722 8. 36 13 -720 41y yo 7,6 ¢ !46 /% /92 2.9 2 8 337 326 137 30 //.8 /93 11.0 16. 74172 X7 268 . 31/ 18 4.9 20 yo yy y0 7.b 01 198 !92 18g 3.03 7 3 69 29 7 /S9 28 12.2 14 n•3 _ 16. 7.2 272 276 272 4 3y aq- 10.0 12 36 S6 S2 7.5 19619619.2 2.74 8 375 352 /(e3 30 )3.7 / 10.99 /6 7.2 260 26o xs y0 17 9.9 /2. 5x `/0 36 7.5 � 191 /9 /88 2.0or or s 8 396 37o I$2 35 /1.7 22 11.3 11% 7.1 26`r 264 6o 4/ 30 17 10.1 20 9 Y o 7.5 / 9z /9z /89 /.9 •1 36 a S 398 338 0 1615 160 31 I .6 181 /0- n• 7.2 x0 296.29 4/ y0 32 /0•I 18 yo Ng y4 7.6 /80 /8 /D 2•t J yy 7 4/oS 32-6 Ll4{ (o /68 224- 3-7 2-33 17.7 115-.31 1 7.0 251.2(.q 260 41 qf 0 28 27 7.718 by 60 S& 7.5 /92 1°° 196 2.8 �4 a 8 3 8 3 361 r- 2.26.34 1 //.3 2r.9 /I.S1 13•4 7.3 2Go zS2 1W 9- 0 Jd 13G 13 1,73124 40 4/o 36 7.6 /80 l91. 1 13 zAIV 9 - *27 327 71 9 830 29 3 1 34i- 1 14.3 21 12.5 18.47,212(012X 2s .4- 36 23 9.918 - 6'1- 68 6-276 16 2a} 2°° 3.5 95 2 yo 8 38 303 28 _ 43 11 5(0 2�b 8.6 i1 //.1 13¢ 7.2 26126v =6 30 .219.8 Z ± v8 14 ?(. 18° 1?z 1883.1 3 yo i1 8 355 317 1N _ Sl 6/S 206 30 1o,S 11,3 LS,o 7.2 27.1226 an 4 34 19. /0.0 16 48 M8 41V 7. 19z )9 /9z 3.1 .1 4y 12 7 35-6 34 3 log 29 /1.6 366 1D.1 2619 71 2c0 eco 45 y 32 8.3 w 4/y 99 36 -76, 19z z 1� 3.5 .1 T1 13 $ 373 331 1 27 ll•0 2? 9.8 183 •1 2" 2q4 2 4 � 0 29 9,5 20 v(o 1/y -lo 7.6 0 191 196 192 3.5 r ,2 � U 8 yo/ 3�0 20 1f32/S 297 314• /1/,6 33o 12.0 163 7.2 264 268 26'/ � 3± 3n 9.8 7.6 104 -�4�W 3.3 rli .3 9¢ 15 8 38'0 315 Id 4F3 15 1 go -34- /r/. / 137 129 /8.6 7.2 268 276 272 1l 32 b 10.0 q0 IS -2 1.6 I u¢ 7•a O 192 -14 1 8 3.; 7.5 ,a 3 ?73 32,q ua 4 a 15 86 3 Jo•3 415 {?,7 357 7.1 a7d a64 Zo 4J 0 .6 a �7 5 7.5 0 1% 403.'01 ?. >" m d 410 17 2 $ 4 a 15 SO 3 1. J9a Iv„ JS, 1 1 7.1 72 AS a./Y <d 0 39 , 177S A.3 HO Sa 193-1941 75 /6 ado LL 3.5 38 19 9 7 2L)o a 15 2g, 13, v 1.79 ,9 4 3 7. d .2 Y 76 .9 ?1 ?6 10.3 41) - 69 56 7.5 0 '3a all .Z7? .1 a yd 19 7 79 / J3, la, , 0 7..1 r 1b 8 8 , 7.5 8 5 5 � a,� 1- y d I a 20 S '17 / H3�1 - a ag s d 7,7 76 9 cb a7 O.o 4Y (vo 6 .G a . b /a ,s d 2, J9 G 39 / . 53 s; a abo 9 m y 1 9.6 ? 48 91/ `JO ) al ci0 ,'/ 100 7 7 `I 93a JS d 13 311.0 9 80 ,77 H y9 e yo 8 99 S� J85 aa aa� ,d D d d 0 7.3 6 7 434/5 75 ;17/d, 5 v 0,1 'v,b 7,d ` ? 6 774 W 3 ' /0.1 32 vY 9H Ho 75 m 196 24 9 49 0 6Y.3o 3ff 30 /S.S 8- /0.3 -- x9 4 7 d H a 76 6 J0. US' 144 160 66 7,6 � 12 as day S a) 7.s 357 59 31 7 4ll yy ?8 /,Z. 9 32 0.6 yb 71 0 o a56 v 9 96 48 6Y t 9 7.5 6 if a%9 3.S 0 38 6 26 �� 3�9 4a 33 /3.Y IJ.Y S•8 7.1 :156 f%, 60 4 0 9 10.656 b876 72 7,S 0 a0 416 S 0 � 51 3 %L� .7 114.E c ,/„'.4 D„': -:a a6`' ":;"'i;(i � D J U _Y 9$ )6 G,`l 7'4 yp l'd .ix 3.5 0 4u D 28 ?/ 9 3C, M 3Y J3,9 IL?-, 11.4 1&0 7d 7 a6 -d Y � 36 ,o _8 ,d 5 6 �c �6 75 �icb ca ev dm � c � .3 l 1>4 37 7 d7 l3.7 ,1 7 7d '7a a6Y;6d P `I 1 .3 la vd 91/ 9v 7,5 A 194 /a "08 0 J iv 30 Jo 75 H 5 Had 1 s 1 d d J3, S c- l.a 7.,2 dlr '�f „11 J u s 1o,3 36 to a 4v 76 0 ,5 9/Z ,Jo`T ao8 I. v4 43 Jt H/I ?b� 14 a7 J3,S ,0 4.7 71 .u-."Oy[.�;;;.y =1 9 Of ?d S 9 3 G:=J Sd 7, TOTAL d�� 1893 /pU c-4 � a, z g d'd a 73 1iO4.µ u - - �� 58J,. ,rd 1.• •'�0 Ila UJ � a 10_0 ^n w0 ^v ai �i.4 !dab 'CJD 14 wy - � � a, ,• IZbYr :m - did - MAX Q 4 Z % �� 7J 7 9Y 530 v3 21 497 ? `.( /5.ti ?x v. si 7x dE0azo c D 40 73 3 as )`l4 !6o if, 7.'° W is a a 6 3 <._ - -- j 44 D Average B 1 5 r 7 4ti 0 ,3 - i ; 5 : 'd 40 6 D _ 130 32 IS`I J A 36_ d 31 Sd7�: 13b 31 z �o. IJ,, ?3.' 7.; x6^ a AW� p . ( 11111,, RI E� „owner ,. nee Lead Operator Signature: ; y How Marry Other Operators? (See Reverse) Note: Give remarks on plant operation on reverse side. Design Flow: .67 Water Treatment Plant Operation Report SK<Iv CRJLC Total Metered Services at End of Month: No. C- 00780z Name of Plant: Utility Company: S etsAsn qN Cif of Month: 7ANIARR y Telephone Number: 4-0-7 S 8 034 0 County: Incl -7n Kiye✓ I.D. No.: 33 01 36 Year: / 9 'f O Fpm 11 i Iwl a.CLw ... 1, 19H POUNDS USED �o�®mii® Mme®�����i�ii�®® e • ivr�m©�mo�®® •� MMMEA ®e®®mmm®mmm®���mm�m�mm�®�m�©mr•�r'�om�mmmo®r����m // m®�r•� -���c�mr•�r�®®mmom� •- o��® ammo „ AO���N�m�m����� �������®r�l�(Z�7�7� �- ��<��-! �. i7���lLJiZ���I�EL'7�•!(F�iO��fL�., ©L'7t'L�E>•�iF�����11�1�E3���►7���►1'F1�l�'�����r�-1F1.�7�E1�9C7�04�L�.� . �l�m��01d�IdJ[a1E39rJ�AllTll7 oi.�������L�� :. • /I��EL-i��������'1�����C9�lEl.�.f��.F�. 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"0�!L7�lLdJ©m�mIS�]iJ�®�L"L� •/.®iL�IL— WFMOMMmmm m e�m • - mem r�r�ar�aa�mr�m®�r� mmt�®mmm�rn�mm�T■11111111M OMMMMmmm� ©�s���mmm� „ mm����� � - •mr�mmm�m���®mr�m „ , „ rim •- �r�m��r�mmmr� micas � mi■c pm®m®���om�m►n�m��mOIRIMmm„ . "m MOMMMMmEM®M I'Mmmr� mm . ®r7��r��1®ma . , r�mmm®■� � - mr�mmm�mm�cim •- „ �m r . mmmmm .- o�m�c�mmr.� ����m ��mm�■�i=��siimmmmm�mm�■mmmmmmmmmmmmmmmmmmmmm EImmmlem .,� �..., ®��■ ��® ®©� -6mi�����i�i�iiimm��m�v��i�©= OHM O Fpm 11 i Iwl a.CLw ... 1, 19H DRAFT 7-29-92 WATER CONSERVATION PLAN FORM FOR PUBLIC SUPPLY APPLICANTS Section 12.4.5.1 - Applicant's Handbook: All individual permit applicants for a public supply type water use must submit a water conservation plan for their facility to the District at the time of permit application. The plan must contain specific measures designed to conserve water; At a minimum, the water conservation plan must include the following elements: (a) An audit of the amount of water used in the applicant's production facility, transmission lines, and distribution system; leak detection and repair program if necessary and cost effective (b) A program for technological, procedural, and/or programmatic improvements to the applicant's production facility, transmission lines, and distribution system to decrease water consumption; (c) An analysis of the economic, environmental and technical feasibility of reusing reclaimed water, recycling water on-site, utilizing the lowest acceptable quality water source, and providing reclaimed water or stormwater for use; (d) Develop and implement an employee awareness and customer education program concerning water conservation; and (e) Procedures and timeframes for implementation, and for periodic assessment and revision of the water conservation plan. In evaluating this form, the District will consider: • your specific use relative to other similar uses • available technology 0 economic feasibility Applicant/Owner Name CUP Number: Date Plan Submitted Agent/Consultant Name: Project Name: General Information City of Sebastian 2-061-0142UNR June 7, 1994 Hartman & Associates. Inc. Sebastian Highlands WTP Water Supply • If you serve multiple developments and/or municipalities, please provide a map identifying service area boundaries and the associated geographical entities served. • If you have additional information regarding your water conservation activities, please attach copies to this form. 2 Section I WATER AUDIT New Applicants: Must conduct an audit within two years after permit issuance. Renewing, Existing Violations, or Expired Applicants: Must conduct an audit as part of the application' process. Purpose: To help focus water conservation efforts via determination of system efficiency and identification of sources of water and revenue loss. Required Information: • Water Audit Component Summary • Unaccounted Water Determination (Worksheet 1) • Leak Detection Cost Feasibility (Worksheet 2) • Corrective Action Plan Note: New Applicants are defined as new facilities, it does not include existing violations or late renewals which are reclassified as "new uses". 3 WATER AUDIT COMPONENT SUMMARY The following guidelines are designed to assist the applicant in collecting sufficient data necessary to conduct the required water audit. Each of the following components must be summarized unless they are part of the consumptive use permit application. These summaries will then allow the applicant to accurately complete Worksheets 1 and 2. Information to Summarize • Water production/service summary (daily and monthly figures) • Water use records for past 12 months (review residential and commercial meter sales on a month by month basis). Please submit summary of this information if available. • Sources of water (i.e., wells, surface, purchased, reclaimed) • Location, type, and size, of production facility meters • Accounting and meter reading processes which may provide for inconsistencies in commercial and residential sales records (i.e., frequency of readings and noted calibration errors) • Records from metered services (i.e., construction, street cleaning, line flushing, etc.) 0 WORKSHEET 1 UNACCOUNTED WATER 1. What is the total volume of water entering the distribution system? MGY (million gallons/year) 2. What is the total volume of water sold and or metered in the distribution system? MGY 3. Unaccounted Water (Line 1 minus 2) MGY 4. What is the estimated volume of water for each Unmetered uses: a. Firefighting MGY b. Sewer flushing MGY C. Main flushing MGY d. Street cleaning MGY e. Construction use MGY f. Public use - schools, irrigation, municipal buildings. MGY g. Other: MGY 5. Total amount of unmetered water use (Add a - g) MGY 6. Actual unaccounted for water in system (Line 3 minus Line 5) MGY 7. System unaccounted water percentage (Line 6 Divided by Line 1 x 100) Percent Note; For unmetered uses (Line 4), please provide a narrative on how each estimatewas calculated. Due to the recent purchase of the Sebastian Highlands WTP (December 1993) this information is not yet available. City of Sebastian, however, is currently processing WTP operating records and billing records in order to determine an accurate volume of unaccounted water within their system. The City of Sebastian, therefore lists this topic as a priority on their water conservation plan and requests from the SJRWMD that the completiopt of Worksheet 1 be made a condition of their CUP. WORKSHEET 2 LEAK DETECTION EVALUATION To demonstrate the cost effectiveness of a leak detection and repair program, the following Worksheet has been prepared. 1. Actual unaccounted for water in system MGY (Line 6 on UAW) 2. Estimated amount of total due to leakage MGY (District typically estimates 50% of unaccounted water) 3. Estimated recoverable leakage MGY (Typically 80% of Une 2) 4. Purchase cost of water per year (if applicable) $ per/1000 gal. 5. Cost of chemicals for treatment per year $ per/1000 gal. 6. Cost of electricity for pumpage per year $ per/ 1000 gal. 7. Total production cost per year (Add Lines 4 - 6) S per/] 000 gal. 8. Average production cost per 1,000 gallons (Une 7 divided by Line 1 of UAW x 1,000) $ 9. One-year benefits from recovered leakage (Une 8 x Line 3, divided by 1,000) $ 10. Total benefits from recovered leakage over two years (Une 9 x 2) S 11. Estimated cost of leak detection S 12. Estimated time for cost recovery years Note: "UAW' refers to Unaccounted Water Worksheet 1 Provide a narrative to justify the estimated cost for leak detection. m CORRECTIVE ACTION PLAN The following are examples of system improvements that could form a comprehensive corrective action plan. • Update Utility Master Plan • Update water distribution maps • Repeat audit annually • Computerize billing and accounting system • Account for fire, street, and sewer unmetered use • Annually test and calibrate all production meters • Annually test all large meters • Standardized meter reading cycle • Remove meters not in use • Establish water main replacement program • Begin comprehensive leak detection and repair program • Require contractors to inform utility and meter water used • Complete systemwide metering • Review line maintenance procedures If it is necessary and cost effective, propose an implementation schedule for a leak detection, repair and corrective action program. it Section II Technological, Procedural, and/or Programmatic Improvements Management Water Treatment Plant Technologies: Describe conservation measures used during the water treatment process. (You may wish to use a flow chart.) Water Use Monitoring: 1. Are your production wells currently equipped with individual meters? If yes; Yes x No (a) Indicate what type(s) you use (i.e., in-line flow meter, hour meter). Sparling Series 103 magnetic drive meter (b) What is the calibration schedule for the production well meters? Annually (c) What was the last date of calibration of these meters? April, 1994 If no, what type of meter do you plan to install to meet District monitoring requirements? Note: New applicants are required to install in-line totalizing flow meters to measure water use before initiating withdrawal. Renewing applicants are required to measure water use within one year of permit renewal, or by January 1, 1994, whichever is sooner,using either in-line flow meters or a District -approved alternative method. 0 a'0 3. IT, Is each service connection including residential, commercial, industrial and other users currently equipped with a meter? Yes x No _ Note: The District now requires that all public supply service connections be metered. If no, propose implementation and calibration schedules for placing individual meters on all service connections. Are there any master meters on your system? Yes x No If yes; (a) Propose an implementation schedule which will prohibit new master meters. Indian River County will implement a system of their own which take 2 Sebastian Highland Master Meters out of service by March 1995. (b) Propose an implementation schedule which will supply sub -meters to master metered customers. River Run, Sebastian Lakes, and Reflection's on The River, residential developments within the Sebastion Highlands service area, will replace their master meters with cluster meters which will Provide a table showing thER°r & "'�d���t�`�t�s� MMI59fsof service connections for residential, commercial (includes apartments, schools, hospital, etc.), and industrial uses. Due to the recent purchase of the Sebastian Highlands System, this information is not yet available. Other Water Treatment Plant Water Use Practices: What other water use practices have you undertaken or do you plan to undertake to conserve water at the water treatment plant? (i.e., vehicle/equipment washing with reclaimed water) CO; Indoor Conservation Programs for Customers: 1. Do you provide indoor water audits for your customers? Residential: Yes No X Commercial: Yes No X Industrial: Yes No x_ If yes: (a) Describe the type of audit and procedure for conducting the audit. (b) How many audits are conducted per year? (c) Assess the success of this program (estimate how much water has been saved). If no, propose an implementation schedule for an indoor audit program or provide an explanation of why this type of program cannot be undertaken. Due to the small staff of the City Water Utility, the cost of performing such Reaudit 'd� sd hedlow pert epit a)ornnse ption of water, it is felt by the City that sic�en`�ia Plumbinge rof�iting Programs: Do you provide water conservation plumbing retrofitting devices and/or kits to your residential customers? Yes X_ No If yes: (a) Describe the devices and/or contents of the kits and their cost to you and/or the customer. Kits consist of toilet displacement bag and leak detection instructions, and shower and faucet flow restrictions. There is not cost to the customer for obtaining a kit. (b) Describe the method(s) used to distribute the devices and kits. Distribute kits per customer request. (c) Indicate the number and percent of customers impacted by this program. Unknown 10 (d) Assess the success of this program (estimate how much water has been saved). Unknown If no, propose an implementation schedule for an indoor retrofitting program or provide an explanation of why this type of program cannot be undertaken. Non -Residential Retrofitting Programs: Describe involvement your facility has had in retrofitting non-residential plumbing or equipment for large volume users of water (i.e., industries, Institutions, commercial entities). There is currently only a small amount of commercial use within the Sebastian Highlands Service area. The City of Sebastian will begin implementation of a retrofitting program for non-residential use when the customer. New Construction Programs: Do you have new construction incentives for water conservation? Yes No x Not Applicable If yes, describe these incentive programs (i.e., rebates for builders or homeowners who equip houses or other structures with ultra low volume plumbing fixtures, variable or sliding hookup fees favoring those who have ultra low volume plumbing fixtures, favorable water pricing structure for customers equipped with water efficient plumbing. If no, propose an implementation schedule for new construction water conservation incentives or provide an explanation of why this type of program cannot be undertaken. The City of Sebastian at this time is not in a position to finance this program since it recently purchased the Sebastian Highlands System in December, 1993. Other Indoor Conservation Programs for Customers: Please describe any other indoor conservation programs you have implemented. None have been implemented at this, time. Outdoor Conservation Programs for Customers: Do you provide outdoor water audits for your customers? Residential: Yes No x Commercial: Yes No x_ Industrial: Yes No x If yes: (a) Describe the type of audit and procedure for conducting the audit. (b) How many audits are conducted per year? (c) Assess the success of this program (estimate how much water has been saved). If no, propose an implementation schedule for an outdoor audit program or provide an explanation of why this type of program cannot be undertaken. Due to the small staff of the City Water Utility, the cost of performing such an audit, and the low per capita consumption of water, it is felt by the City that these audits need not yet be performed. 12 Water Efficient Landscaping: Do you provide information on water efficient landscaping (Xeriscape) to customers? Yes X No 2. Have you sponsored a water conservation demonstration garden or landscape plot(s)? Yes No X 3. Do you have a rebate or other incentive program to encourage the use of water conservation landscaping for new construction? Yes No X If no to any of the above questions, propose an implementation schedule for providing information on water efficient landscaping or provide an explanation of why this program cannot be undertaken. The City of Sebastian at this time is not in a position to finance this program since it recently purchased the Sebastian Highlands System in December, 1993. 4. Please describe any other activities you have implemented relative to water efficient landscaping (i.e., soil moisture monitoring and rain shutoff device distribution program). None have been implemented at this time. . Other Outdoor Conservation Programs for Customers: Please describe any other outdoor conservation programs you have implemented (i.e., recirculating stormwater for aesthetic uses). The City of Sebastian encourages customers to follow the water conservation rules and the water saving tips as presented in pamphlets distributed by the SJRWMD. The City of Sebastian distributes these pamphlets through mail -ins to the customer and are available to the customer upon their request. 13 Rate Structure: 1. What type of rate structure do you currently utilize? Flat Rate Decreasing Rate X Inclined Rate Combination (explain) Variable for seasonal demand (explain) Other (explain) 2. Please describe the rate structure. Monthly base rate with an inverted rate volumetric charge. 3. What is the rate? Gallons YrRouspand Gal. 0-3000 $1.51 Residential per gallons 3001-7,000 $1.85 7,001-13,000 $2.20 Commercial per gallons over 113,000 $4.20 4. Does your rate structure encourage conservation? Yes. X No If yes, please describe. Because inverted volumetric charge shown in No. 3 above will influence customers to reduce consumption since charge increases substantially at higher usage. If no, propose an implementation schedule for a conservation rate structure or provide an explanation why this program cannot be implemented. Such rate structure should include at least one of the following: increasing block rates, seasonal rates, quantity based surcharges and/or time of day pricing. 14 Ordinance Development 1. If you are a publicly owned and operated utility, provide a schedule for the adoption of the following water conservation related ordinances or an explanation of why it cannot be undertaken? (a) Requiring the installation of ultra-low volume plumbing fixtures in all new construction, such that plumbing fixtures are installed to comply with the following maximum flow volumes at 80 PSI: Toilets: 1.6 gal/flush Urinals: 1.0 gal/flush Shower heads 2.5 gal/min faucets (bathroom) 2.0 gal/min (kitchen) 2.5 gal/min (b) Adoption of water conservation - based rate structure. (c) Prohibiting master meters on new service connections. (d) In areas which are prone to freezing temperatures: prohibiting the use of water to freeze protect pipes and bibs. (e) Prohibiting wasteful use of water. (f) Requiring the installation, where practical, of a dual piping system to provide reclaimed water in new construction. 2. Where the local government operating the public water supply utility, pursuant to section 125.568 or 166.048, F.S., determines that water efficient landscaping (Xedscape) would be of significant benefit as a water conservation measure relative to the cost of water efficient landscape implementation, the local government operating the public water supply utility is required to adopt a water efficient landscape ordinance meeting the requirements of section 373.185(2)(a) -(f), F.S. In the event such a water efficient landscape ordinance is proposed for adoption, the permit applicant shall submit the draft ordinance to the District for determination of compliance with section 373.185(2)(a) -(f), F.S. If the cost/benefit analysis has not been done, the applicant may utilize the District's Guide for Local Governments Water Efficient Landscaping (Xeriscape) ordinance economic feasibility analysis. 15 3. What other regulatory or policy activities have you undertaken or do you plan to undertake to conserve water? (i.e., establishment of a water conservation coordinator position, meter readers monitoring and reporting watering restrictions violations) 4. Public water supply utilities operated by private entities are required to document the fact they requested local governments within their service area to adopt those water conservation ordinances listed above. Documentation of the local government's response must be provided. 16 Section III USE OF LOWER QUALITY WATER SOURCES Describe your current reuse program. None, when WWTP reaches 100,000 gpd then reuse will be allowable. Effluent quality and resue options will be considered at that time. 2. If you do not have a reuse program currently in place, for those public water supply utilities who control, either directly or indirectly, a wastewater treatment plant, provide a time -frame for the completion of an analysis of the economic, environmental, and technical feasibility or reusing reclaimed water, recycling water on-site, utilizing the lowest acceptable quality water source for the intended purpose, and providing reclaimed water or stormwater for end use. Applicants are required to utilize the Guidelines for Preparation of Reuse Feasibility Studies published by the Department of Environmental Regulation in November, 1991. If you recycle treatment process discharge water or stormwater for onsite landscape irrigation or for any other purpose, please describe the use. N/A 4. Provide a map of the reclaimed water service area showing distribution lines (existing and proposed) and the name, addresses and quantities used by each existing reuse customer. N/A 17 Section IV Customer and Employee Education (Please attach examples of water conservation information you provide to customers) Using the appropriate letter, please summarize on the following list of which public education and employee awareness measures you have already implemented (1) or plan to implement (P). Activity Implementation date Use bill stuffers to provide water conservation May, 1995 tips and information to customers Use special mailings to provide water May 1995 conservation tips and information to customers Provide specific water conservation literature Per request or other information for different customer categories Use other advertising (radio and N public service announcements, billboards, newspaper or magazine ads) to encourage water conservation among customers Provide water conservation materials to schools Conduct public tours of your facilities Operate informational booths which include water conservation literature Seek employees' ideas for water conservation, using contests, suggestion boxes or other Incentives Install signs in employee restrooms encouraging water conservation October 1995 Per request On going Publish and distribute water conservation tips and information via company newsletters, bulletin boards, or employee paychecks Due to the recent purchase of The Sebastian Highlands System by the City of Sebastian and low utility staff, these programs cannot at this time be implemented. Appoint an employee water conservation _ coordinator to design and implement your internal plan Conduct other public education and employee awareness activities (please explain) Private utility provide information for applicable local water conservation ordinances 2. Of the education and awareness programs you have implemented, which have been especially effective? The Sebastian highlands System has recently been purchased by the City of Sebastian and these programs have yet to be implemented. 3. Of the education and awareness programs you have implemented, which have not been effective? Why? TheiSebastian Highlands System has recently been purchased by the City of Sebastian and these programs have yet to be implemented. 19 Section V PLAN IMPLEMENTATION SCHEDULE SUMMARY Note: This is a specific requirement of the applicant's Water Conservation Pian Go back through the Conservation plan and list all of the activities where you Proposed an implementation schedule. Specific date or time frames must be given. Activi Plan Implementation Schedule r� C. Note: A progress report must be submitted at the mid point of the permit to address the implementation of activities. Please keep a copy of this plan for your records. Person Responsible for Implementing the Plan: { - Vi Signature Date 407 — 5'89 -5334 Phone Number 20 I. City of Sebastian Utilities Department Water Conservation Plan A. Audit of the amount of water used in the production, transmission and distribution system. 1. Each production well is equipped with a totalizing flow meter and flow is recorded daily for each well. Total water production for the plant is also metered. A comparison of total production vs. total groundwater withdrawals will be completed annually to determine the quantity of water used in production and treatment. Production and treatment losses greater than 5 percent will be investigated. 2. Transmission line and distribution system losses will be assessed by s comparing total service connection meter readings with plant production records. Significant losses will prompt a leak detection investigation or other appropriate investigations. B. Program for making technological, procedural and/or programmatic improvements to Utilities Department production facilities, transmission lines and distribution system. 1. Rate Structure The utility encourages water conservation by increasing the rate on large uses (Table 1). Table 1 City of Sebastian Utilities Department Gallons /1000 gal 0-3000 1.51 3001-7000 1.85 7001-13000 2.20 > 13000 4.20 2. Totalizing meters on the wells and transmission lines will be calibrated every three to five years, the meters may be recalibrated earlier if system audits indicate excessive unaccounted for water losses. WBL/n s/ll/R-S-1 /res. doc HAI /192-023.14 1 060294 C. An analysis of the feasibility of reusing reclaimed water or using the lowest acceptable quality water source. 1. The City of Sebastian operates a wastewater treatment facility at or below 100,000 GPD. As such, the FDEP will not permit reuse because of treatment reliability concerns. When flow reaches 100,000 GPD, reuse water will be made available to golf courses or other large irrigation users. 2. Lower quality sources of raw water are not readily available, and are not cost effective. D. Develop and implement customer education programs concerning water f conservation. The Utility's 4,859 customers presently use approximately 320,000 GPD on an annual average basis, a per capita consumption of 85 GPD. The utility plans to include copies of the provisions of the City's conservation ordinance and suggested water conservation goals and practices with the first billing of each new water customer. Both documents will also be sent out annually as a reminder of water conservation requirements and goals. E. Procedures and time frames for implementation, periodic assessment and revision of the water conservation plan. Water supply & treatment system audits Totalizing meter calibration Customer Education Midpoint plan review Plan implementation Implementation on-going FY 1995 FY 1995 FY 1997 Start with C.U.P. issuance Period Annually 3 to 5 years 2 years revise at C.U.P. renewal WBL/ns/11/R-S-1/res.doc HAI #92-023.14 2 060294 CITY OF SEBASTIAN SEBASTIAN MGHLANDS WTP DRAWDOWN IMPACT MODEL A simple groundwater flow computer model was set up using the MODFLOW model. The model consisted of a two layer grid with 100 rows and 100 columns. A uniform grid spacing of 500 feet was used in both the x and y directions. The MODFLOW packages used were basic, block centered flow, well, output control, and SIP solver. The run was set up as an impact model. Heads in the water table aquifer and the intermediate aquifer (layers 1 and 2, respectively) were set to 15 feet above national geodetic vertical datum (NGVD). The run included 6 time steps totalling 90 days. As an impact model, neither evapotranspiration nor recharge were simulated. The only stresses on the model system were the 2 existing and 1 proposed City of Sebastian supply wells. The model simulates a pumpage of 1.185 mgd divided equally among the 3 supply wells. The aquifer characteristics used in the model were obtained from the report "Drilling and Testing for Public Water Supply from the Shallow Aquifer" prepared in 1981 by Geraghty & Miller, Inc. For layer 1, the hydraulic conductivity was set at 20 feet/day, and the specific yield to 0.20. The base of the aquifer was at -41 feet NGVD, giving the water table aquifer a thickness of approximately 61 feet. The leakance value used for the semi -confining unit was 0.000134/day. For layer 2, storativity was set to 0.0001, and transmissivity was 10,628 feet2/day. The drawdowns in the water table and intermediate aquifers predicted by the model are illustrated in Figures 1 and 2. For the water table aquifer, the 0.1 foot drawdown contour extends approximately 5800 feet from the center of the wellfield. In the intermediate aquifer, the 1 foot drawdown contour is located at a distance of 9200 feet from the center of the wellfield, while the 3 foot contour is located at a radius of 3100 feet. Up to 8 feet of drawdown is projected in the immediate vicinity of the wellfield. 0 N i1 I i i. I I H • N nx QDe co caW ry N Q 125 92 - O al q y j C J z Z Iv > a / OD — m -w mss_ Q ^i1 ' :5 (3) I Q i N Z (f) II N 3•• y� ::....p O• /R X• a N x V_ �jQ ii. w ••i :..'.L rr trr if M F YQL .j t QDe co caW ry N Q 92 O al q y J z Z Iv > a / as — m -w mss_ Q I J - FIGURE --- a N x 1 • � rI, SII •' h i -- .ro • I N .f . W 1/ ' j zs l`.'J ,{III{III \. a+`• .: re � ,...,--•^r _• - ___ • � `' to � a I £ N \ Fr t .' 25 �^� � IVB .. z• '....�. �• � Q LU 0 f W oz W W aaa cn H 1 1 d cQ C J IIx 11 , IN _ W - z } �\ a ,,ice • -_ _ - I11'lll __ Z N J l J��i � {I %q 4 PqY P\ ���� N m —_ •` �� i 111�I I 1 �1 I 1 1 1 IIII qqY ° 4w Y �•� 3 ul it 9'd I;f III III'�1�11 �1 I��I�I �Ii����11j 11 i1 44q q0 YYBY ° ,( {1 d �� Y 4 q z\ III'_ I 11f { I b® Y � • as L� �" Q a. 94 + U G QQ1 ag4'p�q 44- pstd d°. S iQ CO 1— (/W y C+�'• — 1 Py�4 bq• dq Zy y • 2 d.5• 964 549 ZZ�d Z Q CQ qS� � F LO ddLOa d 44 9 Z6 N 4 6 q 1 d =41 N d CITY OF SEBASTIAN SEBASTIAN HIGHLANDS WTP DRAWDOWN IMPACT MODEL A simple groundwater flow computer model was set up using the MODFLOW model. The model consisted of a two layer grid with 100 rows and 100 columns. A uniform grid spacing of 500 feet was used in both the x and y directions. The MODFLOW packages used were basic, block centered flow, well, output control, and SIP solver. The run was set up as an impact model. Heads in the water table aquifer and the intermediate aquifer (layers 1 and 2, respectively) were set to 15 feet above national geodetic vertical datum (NGVD). The run included 6 time steps totalling 90 days. As an impact model, neither evapotranspiration nor recharge were simulated. The only stresses on the model system were the 2 existing and 1 proposed City of Sebastian supply wells. The model simulates a pumpage of 1.185 mgd divided equally among the 3 supply wells. The aquifer characteristics used in the model were obtained from the report "Drilling and Testing for Public Water Supply from the Shallow Aquifer" prepared in 1981 by Geraghty & Miller, Inc. For layer 1, the hydraulic conductivity was set at 20 feet/day, and the specific yield to 0.20. The base of the aquifer was at -41 feet NGVD, giving the water table aquifer a thickness of approximately 61 feet. The leakance value used for the semi -confining unit was 0.000134/day. For layer 2, storativity was set to 0.0001, and transmissivity was 10,628 feet2/day. The drawdowns in the water table and intermediate aquifers predicted by the model are illustrated in Figures I and 2. For the water table aquifer, the 0.1 foot drawdown contour extends approximately 5800 feet from the center of the wellfield. In the intermediate aquifer, the 1 foot drawdown contour is located at a distance of 9200 feet from the center of the wellfield, while the 3 foot contour is located at a radius of 3100 feet. Up to 8 feet of drawdown is projected in the immediate vicinity of the wellfield. —tel V 4 � m ��` )\�` `! ✓ J \ � C\ ___ _____-______ I^_P d — ® ®®; 11•_ \ �"'1 y �q y/' yy^d AdA II1�g4 I N II D '• �✓� 4Sy yb\d .� •.• 'y t ' II 9y P AA ,G% D q4y S N dy''i'yyy 44Sz q`� dA. ii � 5t' LTI A�yy z'V I is � 2 p 4yyS qSy � PA o iyy 4' V S46yb 4"y q,9 6 q Y Z < 4gypy \ oA 4ySy6gS\d4 G Qp dA °P dd 2i p 0 I 1 . � 6lvaavcsv PA ODo yy`?p \\ A�q 4Sgtp dd \d um Cl) N r S 4r� i 64 O P 1 \I `.`� 1 �$ 3 m avav • P S� q P SS41 1 �I L11,11111 �II 4,1 �' 1 _.il It Ir .a y m P�gq�gl\ •' �I�"I�'III 1 � s y�y Ih RIO i q �1I V II II I D Q O • I u • W � 1 / `� DO tll J ^l 1 I i CO m D b if" 1 I ..AQ f� e Ar io z fn N I i• IG • „` --�3 a _I li • fq•• )i 1 Vl /� ; M .I f0 � I •\ 'I :: ems I.y:��'� 9Z • � Ih r. b ,• n I I) h L. II ED � e O im nr. I., N% I CD (t i9 �I �I+ i 1 I � e O im nr. I., N% a � �I+ i N Z ••• ! N =.. 1'.... SIS L LL L .. JOHNIs FafVQR., t'o �y WATER MANAGEMENT DISTRICT Henry Dean. Executive Director John R. Wehle. Assistant Executive Director Charles T. Myers III, Deputy Assistant Executive Director POST OFFICE BOX 1429 PALATKA, FLORIDA 32178-1429 TELEPHONE 904/329-4500 SUNCOM 904/8604508 FAX(EXECtMVHLEGAL) 3294125 (PERMrrnNG) 3254315 (ADMNISTRATIONIFRUNCE) 32114908 FIELD STATIONS 615 E SouN SO" 7775 Saymeadows Way PERMITTING: OPERATIONS: Orlando, Flodda 32801 Su3e 102 305 East DO" 2133 N. Widham Road 407/8074300 JadtsonKds, Florida 32255 Meboume, Florida 329D1 MeE me, Flo d 329364109 9047308270 407/9544940 4072SbI 762 July 7, 1994 9rG4i V�YT�j�I E� P E HAND DELIVERED William J. Wasson, Hydrogeologist Hartman & Associates, Inc. 201 East Pine Street, Suite 1000 Orlando, FL 32801 ^ Cr1Ey- � �Ei4s �z4 "l n JUL_ 7 1994 RE: Consumptive Use Permit Application No. 2-061-0142Ar Section: 19 Township: 31 S Range: 39 E Ii Indian River County Dear Mr. Wasson: JUL 11 1994 �i Thank you for your application for a consumptive use permit. Tf6wever, Ote--------- following information must be provided to properly and fairly evaluate the application pursuant to subsection 40C-1.602(1), Florida Administrative Code (F.A.C.). In order to expedite the review of your application, please include the District's permit application number on all cover correspondence and submit three (3) copies of all requested information unless otherwise indicated by a specific information request. All responses to this request for additional information should be sent to Rich Burklew at the Melbourne Field Office address. PART I - ADMINISTRATIVE INFORMATION 1. Please submit an additional $600.00 dollars to complete the application processing fee of $1000.00 since the requested average daily use will exceed 500,000 gallons per day (see attached fee schedule). [40C-1.603(1)] PART II - TECHNICAL INFORMATION Pursuant to subsection 40C-2.101(4), F.A.C., the following information must be provided to technically complete this application. Subsection 40C-2.101(4), F.A.C., states: "In addition to the information required to be included on Form Patricia T. Harden. CHAIRMAN Lenore N. McCullagh, VICE CHAIRMAN Jesse J. Parrish, III, TREASURER William Segal, SECRETARY SANFORD ORANGE PARK TITUSVILLE MAITLAND Reid Hughes Dan Roach Denise M. Prescod JOB E. Hill James H. Williams DAYTONA BEACH FERNANDINABEACH JACKSONVILLE LEESBURG OCALA 40C-2-1082-1, the District staff may specifically request such reasonable additional information as maybe necessary to evaluate the hydrologic impacts of the withdrawal to insure that the impacts will not be harmful to the water resources of the District as set forth in section 40C-2.301, F.A.C., and are in compliance with statutory and rule requirements. The Governing Board will be informed of such request for additional information at a regularly scheduled regulatory meeting. If the applicant desires to dispute the necessity for the information required, he may do so at that time." The citation A.H. refers to Applicant's Handbook as adopted in subsection 40C-2.101(2), F.A.C. 1. Based upon the amount of wastewater treated at the current level of potable water use, wastewater flows will exceed 100,000 gallons per day within two years. Please submit a detailed reuse feasibility study which includes a map of potential reuse sites, the irrigated acreage of each site, and a proposed implementation schedule. The potential use of reclaimed water at the municipal golf course should be included in the study. [Paragraph 10.3(e)(f), A.H.] 2. Please revise Table 2, page PS -4, based upon a more representative per capita usage of 85 gpcd. In addition, please include the number of units and use a 6.5% annual growth rate for the population served as indicated on page PS -1 in place of the 15% to 22% growth rate initially submitted. [Paragraph 10.3(a), A.H.] 3. The monthly operating reports for 1993 indicate that 135 million gallons were pumped from the wells and 123 million gallons of treated water left the plant for distribution. Please explain the water loss of 9%, propose appropriate corrective action, and provide an implementation schedule. [Paragraph 10.3(a)(e), A.H.] 4. Staff agrees that the water audit should be addressed as a permit condition in this case. Staff will propose a reduced permit duration of { : three years with the water audit to be submitted two years after permit issuance. [Paragraph 10.3(a)(e), A.H.] 5. Please propose an implementation schedule when River Run, ( Sebastian Lakes, and Reflection's on the River will replace their master meters with cluster meters to provide individual metering. •���y 71 1914- Lctj"ex -! tai^. 12ic(, 19uvk (-c, of $J?,w h%O W 1 II lam Wn '55''� or I-t4+`I'+wwh & RELoGfNr 1�- M; Co sv—e+'e­ VS' Pe4- ;+- pQ��i4�d-. No. 2.-0(o1-0142AWMPT- [Paragraph 10.3(a)(e), A.H.] 6. When will the City implement a retrofit program for non-residential water use. [Paragraph 10.3(a)(e), A.H.] 7. Please provide a schedule for the adoption of the following water conservation related ordinances or an explanation of why it cannot be undertaken. (a) Requiring the installation of ultra-low volume plumbing fixtures in all new construction, such that plumbing fixtures are installed to comply with the following maximum flow volumes at 80 PSI: Toilets: Urinals: Shower heads 1.6 gal/flush 1.0 gal/flush 2.5 gal/min faucets (bathroom) 2.0 gal/min (kitchen) 2.5 gal/min (b) Prohibiting master meters on new service connections. (c) Prohibiting wasteful use of water. (d) Requiring the installation, where practical, of a dual piping system to provide reclaimed water in new construction. (e) Requiring water efficient (Xeriscape) landscape where economically feasible. —=' Please be aware that District staff are available to assist in ordin nce development. [Paragraph 10.3(e), A.H.] Cc Yi tAZ6 MAW gB�-4g4o 8. The aquifer hydraulic parameters used appearto be outside the range typical for this area. Please justify the use of these parameters. Please run the model again using a pumping rate based upon the aouitional water requested over current water use and an additional run of 90 days at the maximum daily pumping rate. Please provide ConW,r.l.:. a diskette with a copy of the MODFLOW input and output files as well as the version of MODFLOW used to run the simulations. [Paragraph 10.3(c)(d), A.H.] 9. Please provide the water level and water quality information requested in conditions 18, 19, and 20 of the existing permit. If the previous 6;t] water system owner's records are missing or incomplete, please eq,.. -1, collect and analyze water quality samples and record water levels as specified in the above referenced conditions. The information should be included with the next submittal along with a monitor well location map. [Paragraph 10.3(d)(h), A.H.] — L, : 5 In accordance with paragraph 40C -2.101(3)(b), F.A.C., if the applicant desires to dispute the necessity for any information requested on an application form or at a pre -application conference, he may do so at a regularly scheduled regulatory meeting of the Governing Board. An applicant should submit a written request to present evidence regarding such dispute at least 21 days prior to the regulatory meeting at which he plans to present the evidence. Please be advised, pursuant to subsection 40C-1.605(5), F.A.C., any application which has not been technically and administratively completed within sixty (60) days from the date of receipt of a request for additional information by the District, will be prepared for an Intent to Deny at the Governing Board meeting. If you require more than sixty (60) days, please indicate the circumstances to the staff. For good cause shown, the application shall be held in active status for one additional period of up to 60 days. When providing a response, it is necessary to use ti. above referenced application number to expedite the processing of the respons.. If you have any questions, do not hesitate to contact me at (407)984-4940. Sinc rely, Rich Burklew, Hydrologist Department of Resource Management Enclosure: fee schedule cc: PDS - RAIL Chris SweazeO John Jumanna Ellective Date: 1/6193 Gonsumpllve:Use Permits .(40C-?j�!F�*AP. Allocation -S 100,000 GPD 200.00 Allocation > 100,000 GPD and 5 500,000 GPD' 400.00 ,Allocalloh > 500,000 GP II OMWW� Modifications or Renewals with No Increase in Water Allocation Allocation 5 100,000 GPD 100.00 Allocation > 100,000 GPD 200.00 General Construction DeWalering Uses 100.00 SIR Public Waist Supply Well 5 ...... All Other Wells Abandonment of a well J120,OO 0.00 Variances 100.00 rn W TABLE 1 HISTORIC WATER USE Last T Years Past Population (�' . ,wo Uni Per Capita Usage (gped) Household Avg. day Max. day (mgal) (mg8j) CommerciaVlndustrial Avg. day Max. day (mged) (mgal) Irrigation (urban landscape, recreation or common areas) (mgal) Water Utility (mgal) Total Annual Avg. day Max day (mgal) (mgal) Installed WeIIII Id capacity to to to to tg 79 19 Maximum SJRWMD Allocations Household Type Use Average daily per capita use: 150 gallons. Maximum daily per capita use: 300 gallons. These numbers are based on national averages for 1/4 acre lot, and include combined indoor and outdoor use by a household. CommerciaVlndustrial Type Use Varies by use. Use industry standards. Irrigation Type Uses Varies by irrigation system and soils. Contact District for allocation determination. Water Utility Use Water lost due to leaks in distribution system, priming pump and flushing lines. Usually 5% - 10%, of total water pumped. City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 a FAX (407) 589-5570 August 16, 1994 Mr. Mike Miller Intergovernmental Co-ordinator St. Johns River Water Management District 305 East Drive Melbourne, Fl 32904 Re: Consumptive Use Permit Application No. 2-061-0142AUNR2 City of Sebastian - Sebastian Highlands Water Treatment Plant Wells No. 1 and 2 Dear Mr. Miller: The City of Sebastian is currently in the process of reviewing the referenced consumptive use permit for its potable drinking water system. In Rich Burklew's letter of July 7, 1994 to the City's consultant William Wasson of Hartman & Associates, Inc., the question was asked "when will the City implement a retrofit program for non- residential water use?" Also, the request was made for the City to provide a schedule for the adoption of a water conservation ordinance requiring the installation of ultra-low volume plumbing fixtures in new construction, prohibition of new master meters, requiring of dual piping for conveying reclaimed water where practical, and requiring water efficient landscaping where economically feasible. The comment was made that the St. Johns River District staff are available to assist in ordinance development. The City does not have a retro -fit program for non-residential water use but would certainly be interested in implementing one through working with the St. Johns River Water Management District staff. The City does not have a water conservation related ordinance, either. Therefore, I would appreciate the information, guidance, and assistance which you could provide me in the formulation of such an ordinance. Pagel of 2 Mr. Mike Miller August 16, 1994 Page 2 of 2 I would like the opportunity to meet with you to review sample ordinances which the St. Johns River Water Management may have on file and to discuss them as to the applicability to our system which the City purchased in December 1993. I think that it would be possible to pass a conservation related ordinance next year. Please contact me when you have compiled the necessary documentation for review, so we can schedule a meeting. Thank you. Sincerely, Richard B. Votapka, P.E. Utilities Director cc: Bill Wasson, Hartman & Associates, Inc. Rich Burklew, St. Johns River Water Management District RB V/sg 71 1994 Leer -Pinar.2/tc� & ,k (_ , of SJ?-wt-sp }o Will la...� Lrlsso.� Oi- lrl 4-„,a,,, Q Pcst-oc.r-,,, Iti Co�s"»pfw. vs.,PC,-";i-=ppl:s�., No. 2-0%1-014ZANNEZ [Paragraph 10.3(a)(e), A.H.] 6•. When will the City implement a retrofit program for non-residential water use. [Paragraph 10.3(a)(e), A.H.] 7. Please provide a schedule for the adoption of the following water conservation related ordinances or an explanation of why it cannot be undertaken. (a) Requiring the installation of ultra-low volume plumbing fixtures in all new construction, such that plumbing fixtures are installed to comply with the following maximum flow volumes at 80 PSI: Toilets: 1.6 gal/flush Urinals: 1.0 gal/flush Shower heads . 2.5 gal/min faucets (bathroom) 2.0 gal/min (kitchen) 2.5 gal/min (b) Prohibiting master meters on new service connections. (c) Prohibiting wasteful use of water. (d) Requiring the installation, where practical, of a dual piping system to provide reclaimed water in new construction. (e) Requiring water efficient (Xeriscape) landscape where economically feasible. Please be aware that District staff are available to assist in ordin nce development. [Paragraph 10.3(e), A.H.] at M;” I'vA 8• The aquifer hydraulic parameters used appear to be outs de the range 4,.rt -?!1-1357 typical for this area. Please justify the use of these parameters. Please run the model again using a pumping rate based upon the accitional water requested over current water use and an additional run of 90 days at the maximum daily pumping rate. Please provide City of Sebastian 1225 MAIN STREET o SEBASTIAN, FLORIDA 32958 TELEPHONE (407) 589-5330 o FAX (407) 589-5570 August 18, 1995 Mrs. Lynn Minor Division of Permit Data Services St. Johns River Water Management District P. O. Drawer 1429 Palatka, F1 32178 RE: SJRWMD Consumptive Use Permit No. 2-061-0142AUNR2M Sebastian Highlands Water System Dear Mrs. Minor: Please be advised that Indian River County has agreed to purchase the City of Sebastian Water and Sewer Systems. October 1, 1995 is the projected target date on which Indian River County will own and operate the system. Both wells at the Sebastian Highlands Water Treatment Plant at 170 Filbert Street, Sebastian, are expected to be abandoned as the County fully intends to close down the Filbert Street Water Plant as soon as possible. After September 30th, please direct all correspondence in reference to the Sebastian Highlands water plant wells to Terry Pinto, Indian River County Utilities Director, 1840 25th Street, Vero Beach, Fl 32960. Sincerely, / /L�.�yti, x 4/,- Richard B. Votapka, PE Utilities Director RBV/lk cc: Terry Pinto, Indian River County Utilities Department permit