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November 24,1992MISSIMER & ASSOCIATES, INC. Environmental and Groundwater Services Suite 101 600 Sandtree Drive Lake Park, Florida 33403 November 24, 1992 Mr. Walter Ward South Florida Water Management District 3301 Gun Club Road Post Office Box 24680 West Palm Beach, Florida 33416 -4680 RE: OKEECHOBEE BEACH WATER ASSOCIATION, INC. Dear Mr. Ward: (407) 775 -6612 Fax (407) 775 -6615 Missimer & Associates, Inc., has completed this water use permit application for Okeechobee Beach Water Association, Inc. The application includes results of a recent water - supply testing program. Additional information can be found in the feasibility study report submitted to you in June, 1992. Two pre - application meetings were held with Ginger Sinn and Tom Colios to inspect area wetlands. Additionally, Steve Bell has provided assistance by answering questions about SFWMD policy and requirements for water use permitting. Based on water -use projections for the year 2005, we request an annual allocation of 321.93 million gallons which represents an average day use of 882,000 gallons. Maximum day use is expected to be 1.5 million gallons, or approximately 1.7 times average day use. Please let us know if you have any questions. We look forward to your review. Sincerely, Roger L. Robinet, P.G. Project Hydrogeologist RLR: rma Application copies: #5 wok \ph1- 2571.mps six - Walter Ward; SFWMD one - Pamela Smith; FDER one - L.C. Fortner; Okeechobee Beach Water Association, Inc. one - Gary Morris; Lindahl, Browning, Ferrari & Hellstrom LOCATIONS THROUGHOUT SOUTHERN UNITED STATES ■•■•r•-■••••- t 04060. 0110M, 4.0 :O. V's \ 11Aoart,,‘, L a 1c c h o b e - A 0 0 SOUTH FLORIDA WATER MANAGEMENT DISTRICT RC -1A ADMINISTRATIVE INFORMATION FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS AND /OR WATER USE PERMIT APPLICATIONS R.rm 11645.A111 01/60 GENERAL INFORMATION THIS 15 AN APPLICATION FOR (PLEASE CHECK APPROPRIATE BOXES): El A SURFACE WATER MANAGEMENT PERMIT ® A WATER USE PERMIT OWNER APPLICANT (IF DIFFERENT FROM OWNER NAME Okeechobee Beach Water Association,Inc. NAME ADDRESS 8840 Highway 78 West ADDRESS CITY, STATE, ZIP Okeechobee, FL 34974 -9787 TELEPHONE ( 813 763-3793 CITY. STATE. ZIP TELEPHONE ( PROJECT ENGINEER. CONSULTANT OR AGENT PRE- APPLICATION MEETING NAME OF FIRM Virogroup - Missimer & Associates Division NAME OF CONTACT PERSON Roger Robinet HAVE ANY PRE-APPLICATION MEETINGS BEEN HELD WITH DISTRICT STAFF? DATE(S) 1. 3 -IT-92 2. 6 -29 -92 ADDRESS 600 Sandtree Drive Suite 101 CITY, STATE. ZIP Lake Park, FL 33403 TELEPHONE ( 407) 775 -6612 YES NO LOCATION(S) 1. Proposed Wellfield Site 2. SFWMD Office NAMES) OF KEY DISTRICT STAFF 1&2 Gln g er Sinn Torn Colios NAME(S) OF PROJECT RERRESENT TIV (S) 1 • Pat Smith-M&A G. Koper Robmet -m& 1, L.C.Fortner -tom PROJECT INFORMATION NAME (reItl11e1t1HIOr S lceechobeelsgacliT' Water Association, Inc. TOTAL PROJECT ACREAGE. INCLUDING ALL PHASES: 42.6 PHASE AREAS (IF APPLICABLE): CITY, TOWN, OR VILLAGE (IF APPLICABLE) COUNTY Okeechobee SECTION(S) OR GOVERNMENT LOT(S) 29, 30, 32 TOWNSHIP 37 S RANGE 35 E SECTION(S) OR GOVERNMENT LOT(5) TOWNSHIP 5 RANGE E RANGE E SECTION(S) OR GOVERNMENT LOT(S) TOWNSHIP II. SURFACE WATER MANAGEMENT FORM OF PERMIT (PLEASE CHECK ONLY ONE BOX) A NEW INDIVIDUAL PERMIT. PURSUANT TO RULE 40E-4, FLORIDA ADMINISTRATIVE CODE (F.A.C.) A NEW GENERAL PERMIT, PURSUANT TO RULE 40E -40, F.A.0 A MODIFICATION OF EXISTING INDIVIDUAL PERMIT NO. A MODIFICATION OF EXISTING GENERAL PERMIT NO. DESCRIBE IN GENERAL TERMS THE REQUESTED CHANGE(S) OR NEW WORK(S) ' a ,orrn owe W01 01 90 RC-1W APPLICATION FOR A y WATER USE PERMIT FOR SFWMO USE ONLY Application No. ALL PERMITS: SECTION I - SITE INFORMATION SFWMD ONLY 4 A LOCATION SKETCH IS SUBMITTED AS ITEM I -1. AERIAL PHOTOGRAPH IS SUBMITTED AS ITEM 1 -2. WETLANDS • • • j i • • 0 C1 . µ :3. EXISTING COVER IS SUBMITTED AS ITEM 1 -3. PROPOSED PRESERVATION TECHNIQUES ARE SUBMITTED AS ITEM 1 -4. N/A WETLANDS CONTROL ELEVATION TABLE IS SUBMITTED AS ITEM 15 N/A ALL PERMITS: SECTION II - PROJECT INFORMATION • • C C C, E C • CI • r' AllGENERAL INFORMATION r- � hS <� ., MAP OF PROJECT 15 SUBMITTED AS ITEM 11 -1. START DATE OF WATER USE IS: August, 1994 7 f-? • C ,= C - � .. <.. 'rte t. Rte`. ; . >,,o j..ti.ZS�:. - SURFACE WATER MANAGEMENT s ` ; -, { THE PROJECT IS PERMITTED, PERMIT NUMBER 0000 THE PROJECT 15 EXISTING BUT UNPERMITTED. ❑ A SWM PERMIT IS APPLIED FOR. APPLICATION NO. 0 ❑ n 0 C • C C A SWM PERMIT 1S NOT REQUIRED. ❑ EI Q C C __. ... ... •.. .., ...� ��; \..tom ::.:`: '',v A:, , RIGHT OF WAY OCCUPANCY .,; . , D PROJECT 15 PERMITTED FOR RIGHT OF WAY, PERMIT NUMBER • • ❑ 0 RIGHT OF WAY PERMIT IS APPLIED FOR, APPLICATION NO. C C II n RIGHT OF WAY PERMIT 15 NOT REQUIRED. 0000 FACILITIES Items II -2B and II -2C are not applicable. ... t: T TABLE OF EXISTING AND PROPOSED WELLS 15 SUBMITTED AS ITEM II -2A. TABLE OF EXISTING AND PROPOSED SURFACE WATER WITHDRAWAL PUMPS IS SUBMITTED TABLE OF EXISTING AND PROPOSED WITHDRAWAL CULVERTS IS SUBMITTED AS ITEM WATER PROBLEMS 0 0 0 AS ITEM 11 -28. II C C II -2C. 0000 F° s sk. • !'`; ,52 .. EVALUATION OF EXISTING WATER USE PROBLEMS IS SUBMITTED AS ITEM 11 -3. ❑ • • C • NO EXISTING PROBLEMS. ► •0•0 EVALUATION OF POTENTIAL IMPACTS ASSOCIATED WITH THE PROPOSED WATER WITHDRAWALS IS SUBMITTED AS ITEM 11 -4. PROPOSED MITIGATION IS SUBMITTED AS ITEM 11 -5. J • • 0 0 0 E C C NO WATER PROBLEMS OR IMPACTS ARE ANTICIPATED. w LOCATION OF POLLUTION SOURCES rR ``' NO KNOWN POLLUTION SOURCES ❑ A MAP SHOWING POLLUTION SOURCES IS SUBMITTED AS ITEM 11 -6 te'' .UarL'Mu ,,,.)t ,i5 ,. as < • • • 0 ■ .,:.£h YK 2 SECTION IV - PUBLIC WATER SUPPLY WATER USE (CONTINUED) N–_= CCN'iEC –IONS .V 'H OTHER SL ?o'_ ERS ARE Su3N11 --ED AS ITEM :v -6 SEP`i'CE AREA DOC. NIEN'A– ON S SL3MIT-ED AS Eli .v•' =a77._– _S DESCRIPTION OF FACILIT'ES IS SUBMIT –ED AS ITEM V -8. AvERAGE DAIL:" E_JEN– :RODLC–'ON. Not Applicable DISPOSAL 2OINTOF E== L..ENT: Not Applicable .NFORMAT•ON ABOUT RAW WATER QUALITY IS SU3M1T -ED AS NEVI ,V -9 ................ . ,,....;.. ..:... ..... ,..:.ter :........ ...... .. ... ..... ............................... ....»» c:,, ae.,<... �,. ,V..:�.:•.tiC.w..•:?\�..w.;•. }:: �• �:3: Ewers:•. v:.,: �:: �,.::.:>: ax: J.,,... J.«.:., i•:.•} S}: i.: G::: J.:. �a•+.•:. xc:: ua:: ai::::: ::::b.:,...:x:,•�: % ; ;::::...... y REVERSE OSMOSIS TREATMENT NO REVERSE OSMOSIS. El REVERSE OSMOSIS OPERATION DESCRIPT'ON IS SUBMITTED AS I'EM 1V -10 LE –TER OF APPROVAL -0 DISC HARGE EPPLLENT BRINE S SUBMITTED AS ,TEM iv.: • .A.n• \ :b Jti ^:nP'JTHVn•N.n..V.,,..wrv... 'h :..:.::..::::.: Y •t : ....: y.::.::.. f :tii }:'yt +,v:�4i::'ri•.. ?}} ; :. ? }i .. ::.:. :........ • \},aW,: ?:ti :.,v:.: �. r, :C.. WATER CONSERVATION LETTER OF COMPLIANLE rHE WATERCONSER'vA"ONACT. 5. 553.'4 .5S.,3MIT7ED AS –E _ — — — — WASTEWATER REC'CL.NG PLANS ARE SUBMIT-ED AS . EM .V•13. — — — — N0 WASTEWATER RECYCLING IS PLANNED X — — - — - — RRIGATiON WATER CONSERVATION TECHNIQUES ARE SUBMITTED AS ITEM ,V -• .a.•. . . J:.t.' t2t`.? . }.. »:,„.w.w:..•++.,w.•r:.,s•.x ... 'S.s > .::yam .,•::..•::,• v' a::.}:.•}:: J::;. r:::. x:.:: �::. a�::;:: ttv x;. a::•.:;:•:' •.;:�:'6:;::: >`•�:::::::�::,:.. WELLF!ELD PROTECTION WELLFIELD WILL BE COVERED BY A WELLFIELD PROTECTION ORDINANCE. DOCUMENTATION OF APPROVAL FROM APPROPRIATE AGENCY'S SUBMITTED AS ITEM IV.' 5. WELLF +ELD WILL NOT 3E COVERED dY A WELLFIELD PROTEC –'ON ORDINANCE. 2 PLAN FOR PROTECTION OF THE WELLF!ELD IS SUBMITTED AS ITEM 'V-16. r ..mow :... } �:w .• +.: } :.;•.;,.w : ;. ;:: «<.: ;n >:•::.::.: ;. ;:,:::. .•. \•.i•:ri::+e•. .,.�: i?�:v'�:::: n..Y,'.?`�. if: OCx +n.} }i:v::vxr. } }i::•i: ?v:•i:: �:. .,.,...,.. .. ........... . :n.n,v...:. �. .. -- .....vv..... n.. .. .: .: :• .M:•ti. ' tiro: Si: 4:>:, i}}•}.:: i:• v:::.::. ��: �: �'..+ iY ::'•`'!Ci`.':A: ;r: ;:f ;i:, >..:i; .: v.wn::: v: v : :.: :.:.:.......... .. .. ........ ..... af•.� }�.:.vw.•.t:v.v::; }:: }:: }:. }.• h�wZ: .........:............. }ii }: ;- i::v- i:: }}i:.v ' .v: :v w:.:: ^ }ii;:: ;. ..:: • .. , DEALT'+ PEVIEW EVALUATION FROM GOVERNMENTAL AGENCY(IES) IS SUBMITTED AS iTEM,1 — ,<Jxa: •a},;:�.�:.�w:a,;y,.,oe.: „: �•�.•,y;,:n,�` •...yy«..:.,:: S. J}}} yti: v.» ��:::::.<•: N.„;,- ; ;::::•::. },:.:::::::::.;;,:.:. .. INDIVIDUAL PERMITS: SECTION V - MINING /DEWATERING WATER USE A 3 OWNERSHIP AND LAND USE ?ROOD OF QWNERSn,? DOCUMENTATION IS 5u3 MiTTED AS .TE'v1 V -• PREVOLSL" = ERMIT –ED NO CHANGE N OWNERS =P CR PROTECT ACREAGE. YES AND LSE DOCUMENT S SUBMITTED AS • –ELI i -z PREVIOUSLY PERMIT'ED NO CHANGE L.AND SE — 'ES :-. ,.. . ' •: • .. vet.::.; h.ar,. PROJECT DESCRIPTION METHOD OF EXCAVATION: EXCAVATION AREA DATA ARE SUBMITTED AS ■TEM V•3 GROUND WATER WILL 3E DRAWN DOWN TO: MAXIMLM DEPTH OF P'T WILL 3E E. <CAVATED TO OPERATION SCHEDULE': – RS,DAY. DAYS,WEEK. REQUESTED ANNUAL ALLOCATION: _AL_GNS. MAXIMUM DAY PUMPAGE: BASIS FOR 'HE REQUESTED AMOL^NTS. r`.EE<S.YEAR DURATION OF THE LSE OF WATER' SECTION VI - INDUSTRIAL WATER USE (CONTINUED) :AC - -; -PEA-MENT PLANT C:.P:.0 GA,.-O^.S. TREATED HATER STORAGE CAPAC.TY GA;..CNS ;N-PLANT LOSSES. 'PE- :LCW CAPABtLlTY• STAND-3 CAP AC, TY: PLMP WE_LF;E_D OPERATION SCHEDULE 15 SLBMITTEED A5 STEM VI -2. ... k.ifh \Y ••:••Y••.i:•i:ki ..- .,Tf ..:. L:ii�iiii.v. ....... w...J.,vG:fn :..n, ,i.:tii :4i s.+•. v .n,. :.:..,. ::: ... DESCR!PT ON OF THE INDUSTRIAL PPOCESS. WATER CHANGES DUE TO THE PROCESS. AND DISPOSAL OF'NASTEWATER. 1 SUBMITTED AS ITEM •✓I -3. :......., .: ...,,. , ••::::. ,:•n.., wv. wvv:: n::.,v ;•:;: niv:. 2' b22: x„• 2i:•:{ O:. yiy,:.%^;•, isCnisJi•.; y2:• 1v, �W:. v. 22;:.•. YC2>:.:•: a.:; o>: na.;:..:::<:; ;;>i:.•c;;.:•:•:i;:.>i;>;o-s :::: .:::::::::.:...: "`:: iii:.w. } :.....{ •.22, i v.:: ::?i...M ].! CMYY,.•\.. ...•22Y'.v:.ii}Y.t.:::::.ii: {•. :: ....: v.. �v:.22s:.....::i::•:.:.....::: •S:q!:t�:4i�y'2::i \.ti::• iii` iiii:: ev: Ji: wi? i:: Y<:• i. i. h, i.. ii i:: .:::.::nti•:v.:•:i:�i::vii�i:i. i2h44iii :Y {tii:.i:t�i'•'r}::;::::Jiii... .. ....... .. ........ .. ...... DESCRIPT•ON OF WATER CONSERVA -;ON TEC: -NICL ES OR ME -HODS OF WATER GSE Oa' MIZA -'ON. IS SUBMITTED AS ;TE:M vi -3 SECTION VII - GENERAL WATER USE PERMITS GENERAL NFORMAT;ON ROPOSED PROJECT. a EXIST ':G. -OW LONG: ESTIMATED AVERAGE DAILY WATER LSE. GALLONS ES :MA'ED MAXIMUM DAY WATER USE: GALLONS. NAME CF WELL DRILLER (IF APPLICABLE) •.�v wn:n; .., v,••, qi2;. x?: v:, 4.:. 5x.<!•:?,.:.. w• 1w„ N• Mv,. i'. y..,:, v;vnvy7,wy4•xN.• ?:t6. }:•:ti::•i iiii>: ii:tiiiii:•iii;.::.>:�:i:5ii::, �.,y::,�.: ,••v>::22wacewx•:, cis,: �.•» Aaui: Bbi, v, �. Y: �,,. ...,hrc'�.ii:`2..,o:�?aia,ww.un a�3aYaw.• i. 4 ,,.::2a...ox>.4, :.:.,'.•x..i:•i i:•ii: a.ar•>: �::• ::.. :..........:...........:.. . - -ii Tvoc CF WATER USE .R MEAT ON CROP TYPE PP!GATED ACREAGE: RRIGATON FOR PHASED PROJECTS IS SUBMITTED AS ;TEM °UBL.0 WATER SUPPLY -REA T MENT PLANT CAPACITY• = O °ULAT ON SERVED• %LVIBER OF UNITS SERVED: =ER RE= ABILi -AT'ON =ST HATED DA-TE OF COMPLET :CN GALLONS. SECTION VIII - WORKS OF THE DISTRICT SURFACE WATER IMPROVEMENT AND MANAGEMENT (SWIM) B C ?QCJEC- 5 PERMITTED FOR WORKS OF THE DISTRICT (SWIM). DERMIT NO • WORKS OF THE DISTRICT (SWIM) PERMIT 'S APPLIED FOR APPLICATION NO.: WORKS OF TkE DISTRICT'S'WIM) DERMIT S NOT RECUIRED TABLE OF CONTENTS SECTION PAGE 1. SITE INFORMATION 1 II. PROJECT INFORMATION 3 IV. PUBLIC WATER SUPPLY WATER USE 9 LIST OF EXHIBITS 1. Location Sketch 2. Aerial Photograph 3. SFWMD Wetland Memo 4. Project Map 5. Well Information (Table A) 6. Geologic and Geophysical Logs 7. Aquifer Performance Test Results 8. Impact Analysis 9. Model Output 10. Potential Pollution Sources 11. Past and Projected Water Use (Tables E, F & G) 12. Service Area Map 13. Agreement Between the City of Okeechobee and Okeechobee Beach Water Association, Inc. 14. Laboratory Analyses 15. Water Conservation Plan 16. Letter to FDER APPLICATION FOR A WATER USE PERMIT FOR OKEECHOBEE BEACH WATER ASSOCIATION, INC. OKEECHOBEE, FLORIDA I. SITE INFORMATION A. Location Sketch (Item 1 -1) Proposed wellsites for Okeechobee Beach Water Association, Inc., (Association) are in Township 37 South, Range 35 East. The major portion of the wellfield is proposed for the northeast quarter of Section. 30. One additional wellsite is proposed for the planned water treatment plant site in the north - central portion of Section 32 and one wellsite is proposed along the planned raw water main in the southwest quarter of Section 29. A site location map is presented as Exhibit 1. B. Aerial Photograph (Item 1 -2) An aerial photograph with property boundaries and proposed wellsite locations is included as Exhibit 2. C. Wetlands (Items 1 -3. 1 -4 and 1 -5) The main wellfield location is in a wooded area dominated by oak trees and cabbage palms. A remnant cypress wetland exists near the southwest corner of the main wellfield site. South Florida Water Management District personnel provided vegetative descriptions of the cypress remnant and one off -site wetland based on site inspections. The remnant cypress wetland was not considered functional by District staff. One poor - quality functional wetland (approximately one acre) was identified 1 approximately 600 feet west of the northwest corner of the property. A copy of a staff memorandum which provides the vegetative description is included as Exhibit 3. The two additional proposed wellsites are located southeast of the main wellfield in fenced pastures. 2 II. PROJECT INFORMATION A. General Information (Item II -1) A project map showing the locations of all proposed production wells is presented as Exhibit 4. No other water use withdrawal facilities are planned. Information on the proposed wells (Table A) is included as Exhibit 5 and corresponds to the designations on the project map. Wellfield and water treatment plant construction is projected to take place from May, 1993 to July, 1994. Water use is expected to begin in August, 1994. B. Surface Water Management No surface water management features exist or are proposed for the main wellfield site. A surface water management permit application for the proposed water treatment plant site will be prepared. The application will be for stormwater detention for the southern portion of the site. C. Right- of -Wav Occupancy Not applicable. D. Facilities (Item II -2A) Information on all proposed production wells (Table A) is included as Exhibit 5. A total of seven production wells are proposed including one existing test production well (TPW) which was designed for the purpose of conversion to a production well. 3 An aquifer performance test (APT) was performed on the TPW. Information gathered during the APT is provided in Section II -E of this application. Short-term pumping tests previously were conducted on several two -inch diameter test wells for the purpose of determining the feasibility of developing a wellfield on the site. A copy of the feasibility testing program report was previously provided to the District. There are no existing or proposed surface water withdrawal pumps or culverts for this project. E. Water Problems and Impacts (Items II -3. 11-4. and 11-5) The Association has a contract to buy water from the City of Okeechobee to supply their service area. The contract with the City of Okeechobee expires October 1, 1994. In order for the Association to provide water for their customers after the expiration of their contract, they are proposing construction of a 1.5 MGD water treatment plant. A site was chosen for testing to determine the feasibility of developing a 1.5 MGD wellfield. Results of the testing indicated that the surficial aquifer has three distinct productive zones separated by clay and other fine sediments which partially confine the layers from each other. The deepest interval was chosen as most suitable for production wells and is between approximately 105 to 160 feet below ground level. Copies of geologic and geophysical logs are included as Exhibit 6. The feasibility testing indicated a transmissivity of 5000 to 8000 gallons per day per foot (gpd /ft). This appeared to include a contribution by leakance from the intermediate productive zone. The shallow productive zone showed very little response to pumping. A report of the feasibility testing was provided to the SFWMD 4 in June, 1992 and was placed in the pre - application file. Subsequent to the feasibility testing, the TPW was constructed and a three day APT was conducted. The TPW was screened from 105 to 155 feet deep and was pumped at a constant rate of 251 gallons per minute (gpm). Water levels were measured in the pumping well and in eight observation wells. Observation wells were screened in the pumped zone at distances from the pumped well of 38 feet, 180 feet, 1100 feet, and 1400 feet. Observation wells also were in the intermediate zone (74-84 feet deep) and shallow zone (5 -15 feet deep) at distances from the pumped well of 38 feet and 180 feet. Aquifer water levels responded as a leaky confined system. At the end of three days of pumping, over four feet of drawdown was observed in the pumping zone observation well located 1400 feet away and 41.5 feet of drawdown occurred in the observation well at the 38 foot distance. However, drawdown in the shallow observation well located 38 feet from the pumped well never exceeded 0.32 feet and the final water level in the shallow zone showed only .24 feet of drawdown. The APT data was analyzed using drawdown and recovery data. Transmissivities were in the range of 5300 to 7500 gpd /ft. Calculated storage coefficients were between 1.1 x 10 -4 to 5 x 10 -5. Leakance values were measured at 1.5 x 10 -3 and 1.8 x 10 -4 gallons per day per cubic foot (gpd /ft3). Results of the analyses are included as Exhibit 7. Several steady state leaky confined analytical models were run to find a best -fit model within the values computed from the APT. The best fit results were obtained using a transmissivity of 6000 gpd /ft and a leakance of 1.5 x 10 -3 gpd /ft3. Several wellfield pumping scenarios were then run to estimate the potential wellfield capacity. Based 5 on the model results, we estimated a wellfield capacity lower than required. The low capacity was due to the confined nature of the aquifer which resulted in significant interference between wells. However, based on the test results, surface impacts are expected to be minimal. In order to meet the expected maximum day consumption of 1.5 MGD, it was necessary to locate other potential wellsites. A two - inch - diameter test well (TW -4) was constructed at the proposed location of the water treatment plant. TW -4 was pumped for one hour at 23 gpm. A one -hour pumping test also was conducted on a previously constructed well (TW -5) located along the proposed route of the raw water main. TW -5 was pumped for one hour at 22 gpm. Drawdown and recovery data were analyzed and the results indicate a transmissivity of approximately 8100 gpd /ft in TW -4 and 7200 gpd /ft in TW -5. Results of the geologic and geophysical logging of TW -4 indicate that the production zone is approximately 15 feet shallower than it is at the main wellfield site. The TW -4 and TW -5 pumping test results indicate that the transmissivity at those sites is similar to or slightly higher than the transmissivity at the proposed main wellfield site. Impact Analysis Evaluation of impacts was conducted using a three dimensional model. The MODFLOW code was used to evaluate the hydraulics of the aquifer as a two layer system. The details of the computer model are presented in Exhibit 8. Layer 1 represents the unconsolidated surficial sand and shell. The hydraulic coefficients of layer 1 were estimated based on the appearance of the sediments within this zone. The hydraulic coefficients for layer 2 were developed from the aquifer testing information. 6 The model output for a 90 day constant pumpage of 1 MGD is shown in Exhibit 9. It can be seen that the drawdown in the shallow aquifer beneath the nearest designated wetland area is less than 1 foot for this pumpage rate. We believe that 1 MGD represents the highest expected continuous rate of pumpage for a 90 day period. Only one permitted groundwater user was identified nearby. Jack and Faye Williamson (Rock -A -Way, Inc.) are permitted 436.8 million gallons per year (MGY) from the shallow aquifer for dewatering. Because of confinement and the nature of the permitted allocation, adverse impact is not expected on this permitted use. One permitted use of surface water for irrigation was identified north of the proposed water treatment plant. Wolff Brothers Dairy, Inc., is permitted 7.82 MGY from a county highway roadside drainage ditch for irrigation of 17 acres of citrus. The drainage ditch is not expected to be adversely impacted by pumping of the proposed wellfield due to confinement of the water table. F. Location of Pollution Sources (Item 11-6) No landfills, percolation ponds, hazardous or toxic waste disposal sites, sewage mains, or wastewater treatment facilities were identified within one mile of the wellsites. A residential area containing septic tanks is located along the northeast boundary of the main wellfield site. The septic tanks are located beyond the minimum distance required by the FDER for potable -well siting. One facility was identified in the July 14, 1992, petroleum contamination overview report as previously having contamination. Wolff Brothers Dairy, located at 2534 7 S.W. 28th Street, had two 10,000 gallon diesel storage tanks. The tanks have been out of service since 1986 and were removed in 1989. An initial remedial action (IRA) was conducted in September, 1989. A total of 339.46 tons of diesel- contaminated soil was excavated and removed during the IRA. A contamination assessment (CA) was completed and a contamination assessment report (CAR) was submitted. Results of the assessment indicated that only minor concentrations of groundwater contamination were present and no further action (NFA) was recommended. The Department of Environmental Regulation approved the CAR and NFA on August 17, 1992. The Wolff Brothers Dairy also was identified on the industrial waste facilities list dated July 14, 1992. According to the Department of Environmental Regulation records, the facility closed in November, 1991, due to an inability to meet regulatory discharge standards recently imposed within the Lake Okeechobee Basin. However, the facility was not cited and no contamination problems were identified. The Okeechobee County Shell pit, located on S.W. 16th Avenue, was identified on the industrial facilities list. No problems were noted in FDER records for this facility. A map which shows potential pollution sources within one mile of the proposed production wells is presented as Exhibit 10. 8 IV. PUBLIC WATER SUPPLY WATER USE A. Pooulation and Water Demand Analvsis (Items IV -1, 1V -2 & IV -3) Past and projected water use is shown on Tables E, F and G which are presented as Exhibit 11. Projected water use is based on the 1991 per capita usage of 85 gallons per day. Although efforts will be made to promote conservation, per capita usage has risen over the past decade. The area actually serviced is also expected to increase within the legal service area. Based on these projections, average day water demand will reach 0.882 MGD in the year 2005. Water treatment plant engineering designs typically use an average day to maximum day multiplier of 2.0 which was used in Table 6 (Projected Water Use). However, based on historical data, we feel that a more conservative multiplier is appropriate. The Association does not expect to use more than 1.5 MGD for max -day consumption in 2005. B. Service Area (Items IV -5. IV -6 & IV -71 The area currently being served by the Association is located along the northern shore of Lake Okeechobee as shown on Exhibit 12. The existing service area is located along State Route 78 /U.S. 441 and extends from the Buckhead Ridge Development in Glades County eastward to, and including, the Treasure Island Development in Okeechobee County. The Association's distribution system served both sides of the road. The overall service area boundary encompasses in excess of 30 square miles. The City of Okeechobee currently supplies the water to the Association for distribution through the Association's service system. The contract for supply between the Association and the City expires October 1, 1994. The Association 9 provides potable water via its distribution system for both residential and commercial customer usage. A portion of the system is equipped with hydrants for fire protection. The Association provides all required maintenance and repair of the existing water distribution system, water storage tanks and components. The Association provides all financial and administrative services necessary to operate the system as an autonomous water distribution system. The Agreement between the Association and the City of Okeechobee, which includes a legal description of the service area, is included as Exhibit 13. C. Facilities (Item IV -8) The Association currently maintains two 75,000 gallon elevated water storage tanks. The Association currently is planning a 1.5 MGD water treatment plant with an additional storage capacity of 1.0 to 1.5 million gallons located as shown on the project map presented as Exhibit 4. The proposed treatment method is lime softening. Existing flow meters are present for all residential and commercial users. Additionally, the flow is measured at the City of Okeechobee water treatment plant. The Association does not maintain any sewage treatment facilities or effluent mains. D. Raw Water Quality (Item IV -9) Laboratory analysis results for water samples collected from several test wells are presented as Exhibit 14. 10 E. Reverse Osmosis Treatment (Items IV-1 () & IV -11) Not applicable. F. Water Conservation (Items IV -12, IV -13 & IV -14) Presented as Exhibit 15 is a copy of the Okeechobee Beach Water Association, Inc. water conservation plan which has been adopted for the Association service area. G. Wellfield Protection (Items IV -15 & IV -16) Because the wellfield will not be covered by a Wellfield Protection Ordinance, a water quality monitoring program is proposed. We propose that existing test wells TW -1, TW -2 and TW -4 be sampled quarterly for chlorides. Additionally, due to the proximity of the residential area northeast of the main wellfield and the surface water to its southeast, wells TW -1 and TW -2 will be monitored for fecal coliform. H. Health review (Item IV -17) A letter requesting that the Florida Department of Environmental Regulation (FDER) review the application has been sent to the West Palm Beach office of FDER. A copy of the letter is presented as Exhibit 16. 11 EXHIBIT 1 LOCATION SKETCH 1Wkik Migigil 0 NORTH �! SOURCE: 1) S.0 S. TOPOGRAPHIC MAP OKEECHOBEE, FLORIDA QUADRANGLE. PHOTOREVISED 1983 DATE: 10/30/92 PROJECT OKEECHOBEE BEACH WATER ASSOCIATION, INC . ADDRESS: 8840 HIGHWAY 78 WEST, OKEECHOBEE. FL DRN. BY: NDF JOB NO: PH1 -257 EXHIBIT 1. LOCATION SKETCH DWG. NO :P1257LOC • EXHIBIT 2 AERIAL PHOTOGRAPH EXHIBIT 3 SFWMD WETLAND MEMO CON 24 -06 Memorandum To: Files From:Ginger Sinn, Staff Environmental Analyst Natural Resource Management Division Date: March 17, 1992 subject: Okeechobee Beach Water Association Wellfield Expansion S30 /T37S /R34E, Okeechobee County Pre - Application Meeting (March 12, 1992) On March 12, 1992, Pat Smith of Missimer & Assoc., L.C. Fortner representing Okeechobee Beach Water Association, Tom Colios (SFWMD -404), and I, reviewed a potential location for wellfield expansion. The site inspection revealed a remnant cypress wetland located on the above mentioned property. Historically this area received sheet flowed south from SR 70, according to the present landowner. The remnant cypress wetland is a low area surrounded by a ridge that would retained any runoff from the surrounding area. In the past decade however, the sheet flow has been interrupted by drainage improvements in several locations. The cypress trees appear heathy and in good condition, however, the understories have completely reverted to upland vegetation consisting of grasses and cabbage palm seedlings. This area is not considered to be a functional wetland by District environmental staff. Two additional wetlands apparent on the aerial photograph were also reviewed. These wetlands were found to be dominated by upland and transitional vegetation including broomsedge, dog fennel, and Andropogan spp. These areas are not considered to be functional wetlands. A poor quality functional wetland area that was not apparent on the aerial, was located adjacent to the disturbed areas and contained willow, arrowhead, and maple. This wetland is considered functional and as such, must be protected from possible adverse impacts associated with wellfield withdrawals. The applicant was advised on the type of information District staff would look for in a submittal for a public water supply consumptive use application concerning the potential effects of the proposed wells on the wetland hydroperiod. bc: Colios /Ward /Goss /Sinn /Chron file:Okeechobee County EXHIBIT 4 PROJECT MAP ��o EXHIBIT 5 WELL INFORMATION (Table A) TABLE A DESCRIPTION OF WELLS PROPOSED PRODUCTION WELLS PW -1 PW -2 PW -3 PW -4 WELL NUMBER MAP DESIGNATION PW -1 PW -2 PW -3 PW -4 EXISTING OR PROPOSED Proposed Proposed Proposed Proposed DIAMETER (INCHES) 8 8 8 8 TOTAL DEPTH 135' 150' 165' 155' CASED DEPTH 90' 105' 120' 110' SCREENED INTERVAL 90 -130' 105 -145' 120 -160' 110 -150' PUMPED OR FLOWING Pumped Pumped Pumped Pumped WORKING VALVE, IF ARTESIAN (YES OR NO) N/A N/A N/A N/A PUMP MANUFACTURER AND MODEL NUMBER N/A N/A N/A N/A PUMP TYPE (CENTRIFUGAL, JET, DEEP JET, TURBINE, ETC.) N/A N/A N/A N/A INTAKE DEPTH (NGVD) N/A N/A N/A N/A PUMP OR FLOW CAPACITY (GPM AT FT OF HEAD N/A N/A N/A N/A AT PSI) ACTIVE (YES OR NO) N/A N/A N/A N/A YEAR DRILLED N/A N/A N/A N/A TYPE OF METER N/A N/A N/A N/A TABLE A DESCRIPTION OF WELLS PROPOSED PRODUCTION WELLS Existing Test Production Well (TPW) WELL NUMBER *PW -5 PW -6 PW -7 _ MAP DESIGNATION PW -5 PW -6 PW -7 EXISTING OR PROPOSED Existing Proposed Proposed DIAMETER (INCHES) 8 8 8 TOTAL DEPTH 160' 155' 150' CASED DEPTH 105' 110' 105' SCREENED INTERVAL 105 -155' 110 -150' 105 -155' PUMPED OR FLOWING Pumped Pumped Pumped WORKING VALVE, IF ARTESIAN (YES OR NO) N/A N/A N/A N/A PUMP MANUFACTURER AND MODEL NUMBER N/A N/A N/A N/A PUMP TYPE (CENTRIFUGAL, JET, DEEP JET, TURBINE, ETC.) N/A N/A N/A N/A INTAKE DEPTH (NGVD) N/A N/A N/A N/A PUMP OR FLOW CAPACITY (GPM AT FT OF HEAD N/A N/A N/A N/A AT PSI) ACTIVE (YES OR NO) NO N/A N/A N/A YEAR DRILLED 1992 N/A N/A N/A TYPE OF METER N/A N/A N/A N/A Existing Test Production Well (TPW) TABLE A DESCRIPTION OF WELLS TEST /OBSERVATION WELLS WELL NUMBER TW -1 TW -2 TW -3 (0B-1D) TW -4 MAP DESIGNATION TW -1 TW -2 OB-1D TW -4 EXISTING OR PROPOSED Existing Existing Existing Existing DIAMETER (INCHES) 2 2 2 2 TOTAL DEPTH 220 190 175 150 CASED DEPTH 105 120 105 90 SCREENED INTERVAL 105 -145 120 -160 105 -145 90 -130 PUMPED OR FLOWING Pumped Pumped Pumped Pumped WORKING VALVE, IF ARTESIAN (YES OR NO) N/A N/A N/A N/A PUMP MANUFACTURER AND MODEL NUMBER N/A N/A N/A N/A PUMP TYPE (CENTRIFUGAL, JET, DEEP JET, TURBINE, ETC.) N/A N/A N/A N/A INTAKE DEPTH (NGVD) N/A N/A N/A N/A PUMP OR FLOW CAPACITY (GPM AT FT OF HEAD N/A N/A N/A N/A AT PSI) ACTIVE (YES OR NO) No No No No YEAR DRILLED 1992 1992 1992 1992 TYPE OF METER N/A N/A N/A N/A TABLE A DESCRIPTION OF WELLS TEST /OBSERVATION WELLS WELL NUMBER TW -5 OB -1 OB -2 OB -2D MAP DESIGNATION TW -5 OB -1 OB -2 OB -2D EXISTING OR PROPOSED Existing Existing Existing Existing DIAMETER (INCHES) 2 2 2 2 TOTAL DEPTH 126 118 130 150 CASED DEPTH 105 108 120 120 SCREENED INTERVAL N/A N/A N/A 120 -150 PUMPED OR FLOWING Pumped Pumped Pumped Pumped WORKING VALVE, IF ARTESIAN (YES OR NO) N/A N/A N/A N/A PUMP MANUFACTURER AND MODEL NUMBER N/A N/A N/A N/A PUMP TYPE (CENTRIFUGAL, JET, DEEP JET, TURBINE, ETC.) N/A N/A N/A N/A INTAKE DEPTH (NGVD) N/A N/A N/A N/A PUMP OR FLOW CAPACITY (GPM AT FT OF HEAD AT N/A N/A N/A N/A PSI) ACTIVE (YES OR NO) No No No No YEAR DRILLED 1991 1992 1992 1992 TYPE OF METER N/A N/A N/A N/A TABLE A DESCRIPTION OF WELLS TEST /OBSERVATION WELLS WELL NUMBER OB-1M OB -2M OB-1S OB -2S MAP DESIGNATION OB-1M OB -2M OB-1S OB -2S EXISTING OR PROPOSED Existing Existing Existing Existing DIAMETER (INCHES) 2 2 2 2 TOTAL DEPTH 84 84 15 15 CASED DEPTH 74 74 5 5 SCREENED INTERVAL 74-84 74-84 5 -15 5 -15 PUMPED OR FLOWING Pumped Pumped Pumped Pumped WORKING VALVE, IF ARTESIAN (YES OR NO) N/A N/A N/A N/A PUMP MANUFACTURER AND MODEL NUMBER N/A N/A N/A N/A PUMP TYPE (CENTRIFUGAL, JET, DEEP JET, TURBINE, ETC.) N/A N/A N/A N/A INTAKE DEPTH (NGVD) N/A N/A N/A N/A PUMP OR FLOW CAPACITY (GPM AT FT OF HEAD AT N/A N/A N/A N/A PSI) ACTIVE (YES OR NO) No No No No YEAR DRILLED 1992 1992 1992 1992 TYPE OF METER N/A N/A N/A N/A EXHIBIT 6 GEOLOGIC AND GEOPHYSICAL LOGS WELL LOG PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -1 SAMPLE DESCRIPTION S. Bernardini DATE 4/22/92 SHEET 1 OF 4 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Sample Number Drilling Comments Thickness (feet). 1 Muck: Muck, 100 %, black, organic. 0 -3 3 2 Sand: Sand, 100 %, very fine, quartz. 3 -6 3 3 Shell and Sand: Shell, 60 %, tan; Sand, very fine, 40 %. 6 -10 4 4 Shell and Sand: Sand, 50 %, very fine quartz; Shell, 50 %, tan, finely crushed. 10 -20 10 5 Shell and Sand, as above: Shell, 60 %; Sand 40 %. 20 -25 5 6 Sand, Shell, Silt: Sand, 40 %, fine, quartz; Shell, 30 %, finely crushed; Silt, 30 %, dark brown to black. 25 -30 5 7 Shell, Sand, Silt: Shell, dark gray, 60 %; Sand, fine, phosphatic, 30 %; Silt, 10 %. 30 -37 7 8 As above, Tess silt. 37 -40 3 9 As above, increasing shells, darker shells (dark blue- gray). 40 -50 10 WELL LOG PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -1 SAMPLE DESCRIPTION S. Bernardini DATE 4/22/92 SHEET OF 4 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Sample Number Drilling Comments Depth Interval (feet) Thickness (feet) 10 Sand and Shell: Sand, fine, phosphatic, 60 %; Shells, dark gray, 40 %. 50 -55 5 11 Sand and Shell: As above, coarser shells, 50/50. 55 -60 5 12 Sand and Shell: Shell, 50 %, coarse, gray and tan; Sand, 50 %, fine, phosphatic. 60 -65 5 13 Shell, Sand and Sandstone: Shell, 50 %, gray and tan; Sand, 30 %, fine; Sandstone, 20 %, calcareous, gray - green. 65 -70 5 14 Shell, Sandstone and Sand: Shell, 70 %, coarse; Sandstone, 20 %, gray - green, calcareous; Sand, 10 %. 70 -80 10 15 Clay, Shell, Sand: Clay, 50 %, green -gray, sandy phosphatic; Shell, 30 %; Sand, fine, 20 %. 80 -85 5 16 As above, more clay, 60 %. 85 -90 5 17 Clay and Shell: Clay, 80 %, gray - green, soft, phosphatic, sandy; Shell, 20 %. 90 -100 10 PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -1 WELL LOG SAMPLE DESCRIPTION S. Bernardini DATE 4/22/92 SHEET OF 4 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Sample Number Depth Interval (feet) Thickness (feet) 18 Clay and Shell: Clay, 80 %, sandy, olive green, very soft, phosphatic; Shell, 20 %, tan, finely crushed. 100 -105 5 19 Sandstone, Shell, Sand and Clay: Sandstone, 60 %, calcareous, moderate hard to hard, gray -green phosphatic; Shell, 20 %; Clay, 10% as above; Sand, 10 %. 105 -115 10 20 As above, Tess clay. 115 -120 5 21 Sandstone and Shell: Sandstone, 50 %, calcareous, greenish gray; Shell, 30 %, coarse; Sand, 10 %, fine, moderately phosphatic; Clay, 10 %. 120 -130 10 22 Sandstone, Shell and Phosphate: Sandstone, 40 %, gray, calcareous; Shells, 30 %; Sand, phosphatic grains, 20 %, very coarse, black, hard; Sand, 10 %, coarse. 130 -135 5 23 As above, with more sandstone. 135 -140 5 PROJECT OBWA LOCATION Mixen Prooertv WELL NUMBER TW -1 WELL LOG SAMPLE DESCRIPTION S. Bernardini DATE 4/22/92 SHEET 4 OF 4 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Sample Number Depth Interval (feet) Thickness (feet). 24 Sandstone, Clay and Shell: Sandstone, calcareous, 30 %, hard, gray; Clay, 30 %, grayish green, soft, phosphatic; Shell, 30 %; Sand, 10 %. 140 -145 5 25 Sandstone, Shell, Sand: Sandstone, 50 %, calcareous, gray, hard, phosphatic; Shell, 30 %; Sand, medium to coarse, 10 %; Clay, 10 %. 145 -160 15 26 Clay and Shell: Clay, 70 %, gray green, very soft, sandy; Shell, 30 %, tan, crushed. 160 -170 10 27 Clay: Clay, 100 %, dark olive green, very soft. 170 -220 50 PROJECT OBWA WELL LOG LOCATION Mixen Property WELL NUMBER TW -2 DATE 4/22/92 SHEET 1 OF 6 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab Sample Number 1 Thickness {feet} Sand: Sand, 100 %, clayey, dark brown. 0 -3 3 2 Shells and Clay: Shells, whole & fragments, tan, 70 %; Clay, 30 %, dark brown, as above. 3 -10 7 3 Shells with Clay: Shells, 80 %, tan, larger than above; Clay, 20 %, as above. 10 -15 5 4 Shells, Sandstone, Sand: Shells, 60 %, coarse; Sandstone, 30 %, shelly; Sand, 10 %, fine, quartz; Clay, trace, grayish green. 15 -20 5 5 Shells and Sand: Shells 75%, much coarser; Sand, 25%, fine, quartz. 20 -25 5 6 Clay, Shells, Sand: Clay, 40 %, dark brown, soft; Shell, 40 %, tan, coarse fragments; Sand, 20 %, very fine, quartz. 25 -30 5 7 Sand, Clay and Shell: Sand, 85 %, quartz, very fine to coarse; Clay and shell, 15 %. 30 -35 5 WELL LOG PROJECT OBWA DATE 4/22/92 SHEET OF 6 LOCATION Mixen Property DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab WELL NUMBER TW -2 Sample Number As above, with black organic material, friable. 35 -37 2 9 Black organic material, with dark gray to black clay, soft. 37 -40 3 10 Sand, Clay, Shells: Sand, 40% very fine, quartz, phospatic; Clay, 40% dark brown, soft; Shell, tan, 20 %, finely crushed. 40 -43 3 11 Shells, Clay, Sand: Shells, dark gray /black, finely crushed, 60 %; Clay, 25 %, dark brown, soft, sandy; Sand, 15%, fine, quartz, gray. 43 -45 2 12 As above, with more gray shells, and coralline fragments. 45 -50 5 13 Shell, Sand, Sandstone: Shells, 60 %, finely crushed, gray; Sand, quartz, grayish, phosphatic, 20 %; Sandstone with shell, 10 %, phosphatic, moderately hard, gray; Clay, 10 %, light gray - green, soft. 50 -55 5 14 As above, with increasing cemented sand (20 %). 55 -60 5 WELL LOG PROJECT OBWA DATE 4/22/92 SHEET a OF 6 LOCATION Mixen Property DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab WELL NUMBER TW -2 Sample Number 15 As above crushed shell, gray and tan, 50 -60 %; Sand, very fine, 10 %, Clay, 20 %, light gray, moderately stiff. 60 -65 Thickness (feet) 5 16 As above, less clay (5 %), with calcareous sandstone, moderately hard to friable and cemented sand, hard. 65 -70 5 17 Shell, Clay, Sandstone: Crushed shell, gray and tan 30 %; Sand, quartz, 20 %, fine; Clay, 10 %, light gray; Calcareous sandstone, moderately hard, 40 %. 70 -75 5 18 As above, with increasing sandstone. 75 -80 5 19 Sandstone and Shell: Sandstone, dark gray, with shell, phosphatic, 50 %; Shells, 40 %; Sand, phosphatic, quartz, 10 %. 80 -85 5 20 As above with increasing shells (50 %). 85 -88 3 21 As above, with clay 20 %, phosphatic, Tight greenish gray, soft. 88 -90 2 PROJECT OBWA WELL LOG LOCATION Mixen Prooerty WELL NUMBER TW -2 DATE 4122192 SHEET 4 OF 6 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab Sample Number. 22 Depth nterval (feet) Thickness (feet) Clay, Shell, Sandstone: Clay, 50 %, greenish gray, phosphatic, soft to moderately stiff; Shell fragments, tan, crushed, 40 %; Sandstone, 10 %, dark gray to grayish green, phosphatic, friable to moderately hard. 90 -95 23 Clay, Shells, Sandstone: Clay, 50 %, grayish green, phosphatic, soft to moderately stiff; Shells, tan and gray, 30 %; Sand fine, 10% phosphatic; Sandstone, 10 %, dark gray, moderately hard. 95 -100 5 24 Clay and Shells: Clay, Tight greenish gray, very phosphatic, soft to moderately stiff, 70 %; Shells, 20 %, Sand, 5 %; Sandstone, 5%. 100 -105 5 25 Clay, Shells, Sandstone: Clay, dark green, 50 %; Shells, moderately coarse, 20 %; Sandstone, dark gray, 20 %; Sand, 10 %. 105 -110 5 26 As above, more shells. 110 -117 7 WELL LOG PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -2 SAMPLE DESCRIPTION S. Bernardini DATE 4/22/92 SHEET OF 6 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Sample Number. omments Depth Interval (feet) Thickness (feet) 27 Sandstone, Shells, Clay: Calcareous sandstone, 60% phosphatic, light gray, hard to moderately hard, shells cemented within; Clay, green, 20 %; Shells 10 %; Sand, 10 %. 117 -125 8 28 As above, larger pieces of sandstone with fine sand (10 -20 %). 125 -130 5 29 As above, with more sand, (30 %), and finely phosphatic. 130 -135 5 30 Sandstone, Shells, Sand: Sandstone, 40 %, phosphatic, light gray, hard; Sandstone, 10 %, as above, clayey; Clay, green, 20 %, soft; Shells, 20 %; Sand, 10 %. 135 -145 10 31 Shells, Sand, Sandstone: Shells, crushed, smaller than above, 40 %; Sand, phosphatic grains, coarse, 20 %; Sand medium to coarse, rounded, 20 %; Sandstone, 20 %, phosphatic, hard, calcareous (shells cemented within). 145 -150 5 WELL LOG PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -2 SAMPLE DESCRIPTION S. Bernardini DATE 4/22/92 SHEET I. OF 6 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab ;ample Number Depth (feet) " Thickness {feet): 32 Sand, Shells, Sandstone: As above, Sand coarse, with phosphate 40 %; Shell fine, crushed, 30 %; Sandstone, 30 %. 150 -155 5 33 As above, Tess coarse sand, some clay, 10 -20 %, 30% clayey sandstone. 155 -160 5 34 Sandstone, Shell, Sand: Sandstone, 60 %, friable, phosphatic; Shell fragments, 20 %; Sand fine, phosphatic, 20 %. 160 -165 5 35 Clay, Sandstone, Phosphate, Sand: Clay, 50 %, dark green -gray, soft; Shell, 20 %, medium to large fragments; Sandstone, 20 %, dark gray, hard to very hard; Sand, phosphatic grains, round, medium to coarse; Sand, 10 %. 165 -180 15 36 Clay with Shells: Clay, 90 %, dark green -gray, soft, phosphatic; Shells, 10 %. 180 -190 10 WELL LOG PROJECT OBWA DATE 4/22/92 SHEET 1 OF 5 LOCATION Mixen Property DRILLING CONTRACTOR Domer's WELL NUMBER TW -3 DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab Sample Number Depth Interval (feet) _. Thickness (feet) 1 Sand and Limestone: Sand, quartz, 50 %, very fine; Limestone, sandy, 50 %, buff to tan, moderately hard. 0 -4 4 2 Limestone and Sand: Limestone, 70 %, hard, sandy, buff; Sand, 30 %, very fine, quartz. 4 -6 2 3 Shell and Sand: Shell, 60 %, finely crushed, tan; Sand, 40 %, fine, quartz. 6 -9 3 4 Shells, Clay and Limestone: Shells, tan, 50 %; Clay 30 %, greenish -gray, sandy, moderately soft; Limestone, 20 %, orange with increasing sand and embedded shells, hard. 9 -15 6 5 Clay, Shells, Sand: Clay, 60 %, light grayish green, soft; Shells, 30 %, crushed, tan; Sand, 10 %, fine, quartz. 15 -17 2 6 As above, Tess clay (40 %), more shells (50 %); Sandstone, 10 %. 17 -18 1 7 Shells and Sand: Shells, 80 %, large, some white; Sand, very fine, 20 %. 18 -20 2 WELL LOG PROJECT OBWA DATE 4/22/92 SHEET .2_ OF 5 LOCATION Mixen Property DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab WELL NUMBER TW -3 Sample Number Comments ................. epth Interval (feet) 8 Sand and Shells: Sand 70 %, very fine, quartz; Shells, 30 %. 20 -22 2 9 Clay, Shells, Sand: Clay, 50 %, dark brown to black with organic material; Shells, coarse, 30 %; Sand, 20 %, very fine. 22 -25 3 10 Clay and Sand: Clay, dark brown to black, 70 %; Sand, very fine, 30 %. 25 -30 5 11 Clay and Sand: Clay, dark brown to black, 50 %; Sand, 50 %, fine. 30 -35 5 12 Shells and Sand: Shells, dark blue to gray and tan, finely crushed, 65 %; Sand, fine to medium, 35 %. 35 -45 10 13 As above, larger shells, whole; fine to medium sand, decreasing (20 %). 45 -50 5 14 Shells, Clay, Sand: Shells, fine, 40 %; Clay, 30 %; Sand, 30% grayish green. 50 -55 5 15 Shells and Clay: Shells, 60 %, finely crushed, gray and tan; Sand, 20 %; Clay, 20 %, grayish green, soft, sandy. 55 -65 10 WELL LOG PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -3 SAMPLE DESCRIPTION S. Bernardini DATE 4/22/92 SHEET a. OF 5 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Sample Number 16 Clay, Shells, Sand: Clay, green, 30 %, some cemented; Shells, finely crushed, 30 %; Sand, fine, 20 %; Sandstone, 20 %, calcareous, Tight gray green, moderately hard. Depth Interval (feet) 65 -70 Thickness (feet) 5 17 As above increasing sandstone. 70 -80 10 18 Shells, Sandstone, Clay: Shells, 40% increasing in size; Sandstone, 30 %, shelly, Tight gray to dark gray, hard; Cemented clay, sand, shell, 20 %, light gray - green; Clay, light gray - green, 10 %. 80 -85 5 19 Shells, Clay, Sand, Sandstone: Shells, 40 %, mainly tan, coarse, more whole shells; Clay, 30 %, green, soft as clumps, phosphatic; Sand, 10 %, quartz, fine to coarse, phosphatic, poorly sorted, smoky color; Sandstone, 20 %, friable, tan to light green -gray. 85 -90 5 PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -3 WELL LOG DATE 4/22/92 SHEET 4 OF . 5 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab Sample. Number Depth Drilling Interval Thickness' Comments (feet) (feet) 20 Clay, Shells, Sandstone: Clay, 60 %, light gray - green, phosphatic, very soft, sandy (very fine); Shells, 20% coarse; Sandstone, 10 %, dark gray, very hard; Sand, phosphatic, 10 %, coarse, black, very hard. 90 -105 15 21 Sandstone, Clay and Shell: Sandstone, 50 %, shelly, light gray - green, phosphatic, medium hard; Shell, finely crushed, 10 %; Clay, 30 %, light green, soft, phosphatic; Sand, fine to medium grained, 10 %. 105 -110 5 22 As above, with very little clay (10 %), and finer shells (5 -10 %). 110 -115 5 23 Sandstone, Shells: Sandstone, 90 %, clayey, greenish gray, moderately hard; Shells, 10 %. 115 -120 5 24 As above, more shells (20 %). 120 -130 10 PROJECT OBWA LOCATION Mixen Property WELL NUMBER TW -3 WELL LOG DATE 4/22/92 SHEET OF 5 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLE DESCRIPTION S. Bernardini SAMPLING METHOD Grab Sample Number Sample Description Drilling Comments Depth Interval (feet) 25 Sandstone, Shells and Sand: Sandstone, 40 %, clayey, gray - green; Shells, 30 %, crushed; Sand and phosphate, 30 %, coarse, sub - rounded. 130 -160 30 26 Clay and Shell: Clay, 80 %, green -gray, very soft, sandy; Shell fragments, 20 %, tan. 160 -170 10 27 Clay and Shells: Clay, 90 %; Shells, 10 %. 170 -175 5 WELL LOG PROJECT OBWA LOCATION Proposed Water Treatment Plant WELL NUMBER TW-4 SAMPLE DESCRIPTION Roger Robinet DATE 10 -1 -92 SHEET 1 OF 1 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Depth Thickness Description 0 -1 1 Muck: Muck, 100 %, black, organic, sandy. 1 -22 21 Shelly Sand and Clay: Sand, 60 %, quartz, fine grained; Clay, 30 %, Tight grayish brown; Shell, 10 %, white to pale yellowish brown, fragments. 22 -35 13 Shell and Sand: Shell, 60 %, medium gray to black, finely fragmented; Sand; 35%, quartz, very fine to fine grained; Clay, 5%, light grayish brown; Slight consolidation and less clay with depth. 35 -60 25 Shell and Sand: Shell, 45 %, pale yellowish brown to medium gray, finely fragmented; Sand, 40 %, quartz, fine to medium grained; Clay, 10 %, olive green, soft; Sandstone, 5 %, dark gray, poorly consolidated, shelly. 60 -70 10 Sandstone and Shell: Sandstone, 60 %, pale brownish gray, poorly to moderately cemented, fine to medium - grained quartz; Shell, 35%, pale yellowish brown, small fragments; Clay, 5 %, pale olive, very soft. 70 -80 10 Shell, Clay, and Sandstone: Shell, 45 %, pale yellowish brown, fine fragments; Clay, 45 %, pale olive; Sandstone, 10 %, pale brownish gray, poorly to moderately cemented. 80 -90 10 Clay: Clay, 100 %, olive, moderately soft. 90 -100 10 Sandstone: Sandstone, 100 %, light to medium gray, with quartz, shell, and phosphatic grains, fine to medium grained. 100 -130 30 Sandstone and Shell: Sandstone, 60 %, light to medium gray, with quartz, shell and phosphatic grains, fine to medium grained; Shell, 35%, pale yellowish brown, fine to medium fragments; Clay, 5%, dark olive. 130 -145 15 Sandstone, Shell and Clay: As above, grading into more clay with depth. 145 -150 5+ Clay: Clay, 100 %, olive green. j Oroul ! 441in2 A be .n D." py E.•t for euulnq..nQ. 2° "' o• a lormnlon er.np.• Color. prdn Ut., end " . .ca�u.la.pinlo produelnp ton... ♦ r v 11 ` G: .:, • . c Wolff Broom - Well by road mi. o••+ a Depth • Dbn.1.. ao.pU From To • 0 5 Fine white sand 5 25 Shell & sand • 25 35 Black sandy clay ' 35 45 Blue shell & sand 45 64 Small shell & sand 64 84 Gray shell & sand 8 94 Gray sandy clay & shell 9 105 Green clay shell 10 126 Cemented sand & shell 12. Dark sand green clay r WELL LOG PROJECT OBWA LOCATION Mixen Property WELL NUMBER Test Production Well SAMPLE DESCRIPTION Roger Robinet DATE 8 -19 -92 SHEET 1 OF 2 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Depth Thickness Description 0 -3 3 Silty Clay and Sand: Clay, 40 %, moderate to dark yellowish brown; Sand, 40 %, quartz and shell, fine - grained, moderately well sorted; Silt, 20 %, moderate to dark yellowish brown; Limestone, trace. 3 -7 4 Silty Shell and Sand: Shell, 80 %, pale yellowish brown, small fragments and small whole shells; Sand, 15%, quartz, fine - grained, moderately well sorted; Silt, 5 %, pale yellowish brown. 7 -10 3 Shell with Silty Clay and Sand: Shell, 70 %, pale yellowish brown, small fragments and whole shells; Clay, 15%, grayish brown; Sand, 10 %, quartz, fine - grained; Silt, 5 %, grayish brown; Limestone, trace. 10 -20 10 Shell and Sand: Shell, 80 %, pale yellowish brown, fine to coarse fragments; Sand, 20 %, quartz, fine - grained; Silt, trace, grayish brown; Limestone, trace, dark grayish brown. 20 -35 15 Shell and Sandy Clay and Silt: Shell, 50 %, pale yellowish brown, fine to coarse fragments; Clay, 20 %, black; Silt, 20 %, black; Sand, 10 %, quartz, fine - grained. 35 -53 18 Sand and Shell: Sand, 50 %, quartz, fine to medium grained, poorly sorted; Shell, 50 %, pale yellowish brown and medium gray to black, very small to large fragments.. 53 -60 7 Silty Sand: Sand, 80 %, quartz and shell, very fine to medium grained; Silt, 20 %, greenish gray; Shell, trace, fragments. 60 -85 25 Sand and Shell: Shell, 60 %, pale yellowish brown, small to large fragments, grades from less to more shell with depth; Sand, 30 %, quartz, very fine to medium grained, grades from more to less sand with depth; Silt and Clay, 10% to trace, greenish gray, grades from more to Tess with depth. 85 -90 5' - Clay, Sand and Shell: Clay, 50 %, grayish green; Sand, 40 %, quartz and phosphate, very fine to fine - grained; Shell, 10 %, pale yellowish brown, small to medium fragments. 90 -95 5' Clay Sand and Shell: Clay, 70 %, grayish green; Sand, 20 %, quartz and phosphate, very fine to fine - grained; Shell, 10 %, pale yellowish brown, small to medium fragments. WELL LOG PROJECT OBWA LOCATION Mixen Property WELL NUMBER Test Production Well SAMPLE DESCRIPTION Roger Robinet DATE 8 -19 -92 SHEET OF 2 DRILLING CONTRACTOR Domer's DRILLING METHOD Mud Rotary SAMPLING METHOD Grab Depth Thickness Description 95 -105 10 Clay, Sand and Shell: Clay, 90 %, olive green; Sand, 5 %, very fine to fine grained, quartz and phosphate; Shell, 5%, pale yellowish brown, small to medium fragments. 105 -130 25 Sandstone and Shell: Sandstone, 90 %, greenish gray, very fine to medium grained, quartz and phosphate, poorly to moderately well cemented, clayey; Shell, 10 %, pale to moderate yellowish brown, small to medium fragments. 130 -150 20' Sandstone and Shell: Sandstone, 90 %, greenish gray, very fine to medium grained, quartz and phosphate, clayey, poorly to moderately well cemented, many coarse grains of phosphatic sand; Shell, 10 %, pale to moderate yellowish brown and gray, small to medium fragments. 150 -155 5'+ Sandstone and Shell: As above with higher clay content in the sandstone. ••41.. 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Aquifer Performance Test Conducted on the Test Production Well OBSERVATION !WELL WATER- LEVEL: MEASUREMENTS Date Time Minutes Since Pumping Began TW -1 (r = 1100 feet) TW -2 (r = 1400 feet) Depth to Water Drawdown Depth to Water Drawdown = 9/3/92 0635 -10 4.50 0 4.01 0 9/3/92 0645 0 - -- - -- -- --- 9/3/92 1310 384 7.12 2.62 5.49 1.48 9/3/92 1930 764 8.40 3.90 6.44 2.43 9/4/92 0800 1514 9.49 4.99 7.37 3.36 9/4/92 1400 1874 9.74 5.24 7.59 . 3.58 9/4/92 1930 2204 9.87 5.37 7.74 3.73 9/5/92 0725 2919 10.05 5.55 7.95 3.94 9/5/92 1400 3314 10.18 5.68 8.05 4.04 9/5/92 1840 3594 10.25 5.75 8.13 4.12 9/6/92 0600 4274 10.35 5.85 8.22 4.21 Distances (r) for other observation wells are as follows: OB-1D, 013-1M, OB-1S; r = 38 feet OB -20, OB -2M, OB -2S; r = 180 feet g g m g m • 0 0 o ta 888888808888 880888888888888888888888888 000000000000000000000000000000000000000 0� .; ppp ppp pp BE O O O O O O O C0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 $ 0 0 0 0$$ 8 0 N0 U100000000000000000000000000000000000000 C1 2 N 2 : 6'88 888 a,0ai N 0101 N N N O G G NNN ^O 1` (D t0 a;N tf o0 co ~ 1100 �r� N p 4 888 EN SIM ggg tgg 0) 1U00000000 0000000000000 0000000000000000000000 8osoosS000s0000000000 $80$$$$8$$$$888080 G O O O O O O O O O O O O O O O O 0 O O O 0 o 0 0 0 0 0 0 o 0 o 0 0 O C O 0 0 8 0 0 0 O O O 8 0 0 O 8 O O O O O O O O O O O O O O 0 8 8 8$$$$ O$ 8 8 0 000000000000000000000000000000000000000 88 a° D•), 4g,`a�,$e�%aiag11�),3.°-'�a01.0� F ;SIVS10g, 18,E ;1n1t Oyu g.).3Vtl�,aO:SV4S 000000'—.-. 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P.000 cocci Lj 88 21 3`112$ 10 g 6 f 1110 8468 +l1 NNf 23 .l7 :2113O11 210.011 2042; 10 :610 21 R11 21 2 o A o 841$9000 N 210 f 80100021 • N N NNN N 0000 0000 000 0100404 041►OOOO f f f 40 40 f f f f f 17 11 11 11 11 17 1111 A 111111 NNN N NN NNNN 1- 11pp 1177 o p �y 11 .1� 5p ♦ 0 1p N �1 p 1� a �y f� 1� e It T m 1p 5y p A �p 5p m m o �p p e ♦ 5y m Si ` 101 S 0 12 2 0 6 0 e1) X11 2S 8 O' gO S O O O 2S S N Op .011501: 017 0 1► 10 10 0 PE 2 2 01 S O 17 0 2 2 N O N 2 8 O H 2 O f 11 0 04 57 0 019 0 0 0 0 01 0 0 0 \ 1.1.04 10 10 0 0 10 1D 108 a 10810 10 0 p 11 n+ 3 17 /7 17 N N N N N N N N O f f 11 /7 /V N /V 2OR4f MssAR 10g9ONOON1R1ANO3 00 °1001100 1270000000 +0NNNN000A2AOOOOfff-- 7NNNNN0N O C O O 011 0000000000000rf o f oofy 041 /75770 6 a e 6657NN N N N NN Oss1P1771s001s pOpsO 1Ors /y 10 88 8187 p Oopo p o X- ♦NN NNS4 NNNNONo004 N NN oN0S40104 NNN♦♦NNBNNNSNN1o1N0 ifp1 20000 /. 110. 110. 3►10. 00000000000�N0f30A O$ 8� N o 17 107 0 0 /7 S It N l7 f 1000410p!I.- 22802001.IN.A 1� =05000 {y (y {y {y {y (y 1y 1y (y (y Si /y /y Si Si Si Si Si (�1 104 N N 17 50 (ONt 212�p0011 pOp 15Oyp O O O Op 1O�1 OOp 1Op sg 1Oy2 pO11 0000 OfO POO yO �O} OOOOON 1O0NNN:1 YNNN NNNNN Nf.Ay N N N N N NN N N N N N N N NI N N fN r 04 h 1117 1 40 0) P O 0) 10 O o O O O N 10 10 10 N 1! 10 10 10^ 10 P f N 4I 10 4 A O O 01 3 4 3 3^ 50 11 8 01 0 A i i N i A f A E l7 17 0 11 0 /97 l7 C9 1I l7 a7 f 1 f f f f f f f r 'r f r '! f f 11Yff77f N O N 0 11 A O O �' N N FlS g 24A2424ft 1, 17171, Al Al AI Al Al 21 23 23288SfItAlA3gS;7. 24 11 11 12 5211 52 52 12 1r 5I11 11 2St12 12 12 2 t0 240 2 :12 N/gg CC37f aNb0000A IO. 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N N N N N N N N N N CO N 04 N N N N N Cl N 01 N N CO N N N N 0 N N N N N N N N 04 N CO N CO N 01 N CO N N 0 0N N 04 N N CO 03 N N N N N N N N N N N N N R68623293888888888RRR88a 12Rf212i RRRRgg gRg- i.$2t..1.011.1.t.gRg,:i2,:R1 Rg3886688886888 66 6 000000000000000006 6 6 00000006 o 000600006 0000000000000000000000000000 834p1p3 :p2p 8p1p12p22pp3pgg.2p2pp8p8p13 8328112P 12222538Ry888SZ7.222442313ffi88RR�2883 = =!R22613A88 0pI00/SOS S S S SOOO S OS SO S N NNNN 111711575737040010 001010104 010104 0>01010f 10010) 04 U1 o oss 1s 1s $00000 ON171001.08�N1 x{0140 �N112 pOO�N W 2 m O :p 25sp!2 zais 0pf 5p001V!M 00 N X.74 00R 50002 �N11 /7 4 00 04 1R%8=Of 101 OA SS O 0 1 04 01 10 0 /10 0)O22M31402012 a1 ,aaaaaa51(0S1°02°3000O ^ ^ ^NN17e t711115'S '1'i70a08aaa000a33031004001001 0 0 3 0 0 3 3 04 000)10 h 10 510 00o 10 11p 0 1p 10 04o 10 00 4 04p 10p. p0p ('403 •4 T 0.-10 5�1 (110y0 X0�74 1101y) 1+041+4y 0410 O 1040(0 X10�p 0 o f f 1 O O A5� A 5r� A 19 l^7 11 0 m Om 0{ 44004/40040A p e� U o o o 0 O 900.1N NNN NNN N NA I'/A C'1 /757 A t7t 0001 ftftg0714 /7171717/ 111157571710570401040171117170 g7g g N N 1 717 /1148 1357 /7/71717371102001Iff 1 1 7 7 7 1 7 n o 7ma 7 0707070 1 /$ 7 77 W a0 7 a71O 7g71 1 G 7 7 7 9 7177 0 0000 0000000 0 0 0 0 00000 0 0000 00 00 0 00 C 944 "gN :p ygt36"400 N§4Q$bg8lg Qb6§ Q bgtg VIgg0g8 b 013088”8 8g82888858838 y 10 0 10f 4 0 10010300.0401011000;01 O OOOOOOOOOOqv a3a ossaatsuswel% saludssugussauwigusissagya3sa3 s3 issug8888usgsgusgs ac sgara uss $8888 888888888888888888g 83g888888388883833333328838888883383888888333 r 00o000O0O00000000000000000000 ililliiiiilifiliiiliiiiiillii : 22;23AOr Afff OM000$8a0002000P0 1 N A 2 $ N N N N N N N N co N N N co co N N N co co N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 88822 22222V22V 322** *3$4 — 0 0 0 0 O O 0 0 O O O O O O O O O O O O O O O O O O O O 0 0 4 m O A O 4 O;; V A N N rr22aSS;2getot • 0000o000 Q ;2 N NN 1"" "g 220 0000000 S2+ N $NNN O O O O O 0 0 0 0 0 0 O 0 O 0 0 0 0 0 .`� O r N r ZS 0 0 A2 w S N 1 1 s g 11 i 22 2 Mrs f Yl bbq lf ffff fff fff AAAAAAAAAAAr A N N N N N N N N N N N N C N N N N N N N N N N N N N N N N N 41 § § §0 -14 AIsf 131§311M f A A f A A f A A f f A f Afff f f A f f A A f Melded* 010404010104040114011404010104140104 N N N N N N N N N N N 4341.0Nr OA0f AA t7N 000N 00AO0ANr0A 0 0 0 4 0 4 0 4 O A A (7 A p1 tl1 A A A A A A A A A A A 0 A A A A A A A A A A A N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O 2 R g g^ A h R F A r A^ g g g g A g A F F A F 0 0 0 O O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l7 (7 g U! 1p Y1 0 1fl O 0 0 0 0 O p O f f f 88s8s8888s8888888888888888888 as °42222V21326fffr..2aSssaateL,V sssss8sssssssss888ssss • 144114114160 OOa$0 oo000000gg�S000000 w. rrAAAS147;SSS o ob o b S o o 1, 0 b, S h, , 1 b N b a S 1 3 1 b 1 1 1 1 N B NNN 8 8 s 0 0 0 O O TTa »nn8 G C oO 8 8 O O r r N N 8888888888888888888888888888888 OKEECHOBEE BEACH WATER ASSOCIATION SEMI -LOG PLOT OB -1D TIME DRAWDOWN 0 0 . 0 F 0 • 0 ti 0 0 . — • w . 0 • CA � .rl 5 0 o [-I 0 0 1 1 1 1 1 t 0 6 0 0 0 0 m m m CD m m G t t m CO sO Cl 1 1 1 I 1 0 ti w 0 0 I I 1 I 1 1 1 1 G C S I O S C m m m m m m •D N m cO m v m CD m m m m m • • N m CO c' N m m M M M N N N N N Claa ;) NMOahW 1Q lit:Iklitttrit00 1 %-040000. ii# .. 0.0 law 3-0- 0:01400114 *14,11w ww --- ..#10,40040 1 010100 vp,444 10°°°1 100 4140 AO *lik6 lk I...°° 01.10 011110111111W 01.° itel.r. 0141LOW IIIWW 000* vo. r41000 WOW 0°.°1°. AO* 0 00 Olik 00.°° 0011111011k10 011110111falin 00°..°. 01011101011 liaW ‘ 00. •40/04■111 sw••••10••••■101.0 00#1.0010 00 lortor• ■10 . . . ,., 4 c',-' , 11•••"0,A0010.100 00.1$11° 01. Ow 0$141110 ,,, ti -icl fc;o:ta O.. • ,& ;•cn cn el0,01) OKEECHOBEE BEACH WATER ASSOCIATION SEMI -LOG PLOT OB -2D TIME DRAWDOWN 1 1 1 I 1 1 I 1 1 1 1 I 1 1 I CDS CD CDS 0000000000000000G0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L; V M N 0 m n s0 LD V' M N 0 a■ ai ,Z 0 N N N N N N (OM NMOQIVIVIIQ • r • r 0 0 r 0 0 1000zateliar-;:oSt 10101krir""43***Ir. ...-,....0400•40416***10 \ s*Ip..***• sc. a 0 s \ I"- #1800.0wPouw 4 9., , OKEECHOBEE BEACH WATER ASSOCIATION OB -2D RESIDUAL DRAWDOWN PLOT * * * 1 1 O O O 0 O O O O O .11,.5 ry as k x * Iv O g O 5 1 1 1 1 1 I I O 0 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N c n \D 4 N) N m L; 4 C7 m N N (•197 TN 1TTC".TAT OKEECHOBEE BEACH WATER ASSOCIATION SEMI -LOG PLOT TPW TIME DRAWDOWN 0 0 0 .0 .0 * *.4 • ** 0 0 0 s0 • .-4 • 4 a 0 0 • r l • r • O 0- a 1 I I CD m m m sO 1C) LC) CO 0 0 f ( I 0 0 m m M M N N (�aaI) mAtocu&v c 1 1 a 0 B N 1 1 1 m m 0 0 0 '1 N ai v 6 a EXHIBIT 8 IMPACT ANALYSIS 95040 63360 31680 OKEECHOBEE BEACH WELLFIELD MODEL GRID OKEECHOBEE BEACH WELLFIELD MODEL GRID 7eee 6000 5000 4000 3000 1000 0 ■ ■■ ■ ■ ■■■ 111111111111111111 ■■ ■ ■ ■ ■ ■ ■■t ■■■ ■■ ■1111■■ ■ ■■ ■ ■■ 1111■■■ ■1111 111111111111111111 111•11■1111■1111■■■■■■ ■1111■■■■■■■■ ■■ ■ ■11■ ■■ 111111111111111111 ■■ ■ ■ ■ ■ ■■■■■ ■1111 ■■1111■■■■ ■ ■ ■■ ■ ■ •■■■■■ 111111111111111111■■■■■■■■■■■■■ ■■■1111■■■■■■■■ ■■■1111 ■ ■■ 111111111111111111 ■■■■■■■■■■ ■11■■ ■■1111■■■■■■■■ ■■■■■■■■ 111111111111111111 ■ ■ ■■■■■■■■■■■■■ ■1111■■■■■■■■ ■■1111■ ■■■ 111111111111111111 ■■■■■■■■ ■ ■ ■■ ■■■■1111■■ ■ ■■ ■ ■■ ■ ■■■11!•■ 111111111111111111 ■■ ■■ ■■■■■ ■ ■■■■ ■■1111■■ ■11■■ ■■ -...■ - -�- � •1111■ •••• ------- : .... ■1111■■■■■ 111111 :11111111 ;922. % % ■ %f' ■■■■■■■ ■■1111■■ ■11 ■■■■ ■■■■■■ ■■111111111111111Ma:GG11■ ■/. ■■■■■■■■ ■1111■■■■■■■■ ■■■■ ■■■■ 111111111111111311 : % % %11■W■■■ ■11■■ ■■1111■■■■■■■■ ■■■■■■■■111111111111111 4WJ!11■G"/.■■■ ■■■■■■1111■■■■■■■■ ■ ■■ ■■■■ ■111111111111111 %im' /.! %■■■■■■■■■■■■1111■■■■■■■■ ■■ ■■■■■■ 111111111111111111■■■■■■■■■■■■ ■■■■1111■■■■■■■■ ■■■■■1111■ 111111111111111111 ■ ■ ■■ ■ ■■■■■■■■■ ■■1111■■■■■■■■ ■■■ ■■ ■■■ 111111111111111111■■■ ■■ ■ ■■ ■■ ■ ■■ ■■■1111 ■ ■ ■ ■ ■ ■■■ ■■■ ■11 ■■■ 111111111111111111 ■■■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■■1111■■■■■ ■ ■■ ■•■1111■■■ 111111111111111111■■■■■ ■■■■■■■■■■■1111■■ ■ ■ ■ ■■■ ■■■■■■■■ 111111111111111111■■■■■■■■■■■■■ ■■■1111■■■■■■■■ ■■1111■ ■■■ 111111111111111111 ■■■■■■■■■■■■■■ ■■1111■■■■■■■■ ■■■ ■■■■■111111111111111111■ ■■■■■■■■■■■■■■■1111■■■■ ■ ■■■ ■■■■■■■ ■111111111111111111■■■■■■■■■■■■ ■■■■1111■■■■■■■■ ■■■1111■ ■■ 111111111111111111 ■■■ ■ ■■■■■■■■■■■ ■1111■■■■■■■■ 1111 ■ ■ ■■■■ 111111111111111111 1111■■■■■■ ■11■■ ■ ■■ ■1111■■■■■■■■ ■■■■■■1111 111111111111111111 ■ ■ ■■■■■■■■■■■■ ■■1111■■■■■■■■ ■■ ■■■1111■ 111111111111111111 ■■■1111■■■■■ ■■ ■■■ ■1111 ■ ■ ■ ■■ ■ ■■ 1111 ■■■■■■ 111111111111111111 ■■■■■ ■ ■ ■■■ ■■■■ ■■1111■■■■■■■■ MODFLOW OUTPUT FILE 1 U.S. GEOLOGICAL SURVEY MODULAR FINITE- DIFFERENCE GROUND-WATER MODEL °OKEECHOBEE BEACH IMPACT MODEL 2 LAYERS 73 ROWS 78 COLUMNS 1 STRESS PERIOD(S) IN SIMULATION MODEL TIME UNIT IS DAYS 01 /0 UNITS: ELEMENT OF IUNIT: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 I/O UNIT: 11 12 0 0 0 0 0 0 19 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 OBAS1 -- BASIC MODEL PACKAGE, VERSION 1, 9/1/87 INPUT READ FROM UNIT 1 ARRAYS RHS AND BUFF WILL SHARE MEMORY. START HEAD WILL BE SAVED 108345 ELEMENTS IN X ARRAY ARE USED BY BAS 108345 ELEMENTS OF X ARRAY USED OUT OF 300000 OBCF1 -- BLOCK- CENTERED FLOW PACKAGE, VERSION 1, 9/1/87 INPUT READ FROM UNIT 11 TRANSIENT SIMULATION LAYER AQUIFER TYPE 1.512 MGD WITHDRAWAL SCENARIO 1 0 2 0 11390 ELEMENTS IN X ARRAY ARE USED BY BCF 119735 ELEMENTS OF X ARRAY USED OUT OF 300000 OWEL1 -- WELL PACKAGE, VERSION 1, 9/1/87 INPUT READ FROM 12 MAXIMUM OF 6 WELLS 24 ELEMENTS IN X ARRAY ARE USED FOR WELLS 119759 ELEMENTS OF X ARRAY USED OUT OF 300000 OSIP1 -- STRONGLY IMPLICIT PROCEDURE SOLUTION PACKAGE, MAXIMUM OF 500 ITERATIONS ALLOWED FOR CLOSURE 5 ITERATION PARAMETERS 47557 ELEMENTS IN X ARRAY ARE USED BY SIP 167316 ELEMENTS OF X ARRAY USED OUT OF 300000 10KEECHOBEE BEACH IMPACT MODEL 0 0 OAQUIFER HEAD WILL BE SET TO 999.99 0 0 VERSION 1, 9/1/87 INPUT READ FROM UNIT 19 BOUNDARY ARRAY = BOUNDARY ARRAY = AT ALL NO -FLOW NODES (IBOUND =0). INITIAL HEAD = INITIAL HEAD = OHEAD PRINT FORMAT IS FORMAT NUMBER 9 DRAWDOWN PRINT FORMAT IS FORMAT NUMBER OHEADS WILL BE SAVED ON UNIT 0 DRAWDOWNS WILL BE SAVED ON UNIT 0 OOUTPUT CONTROL IS SPECIFIED EVERY TIME STEP 0 COLUMN TO ROW ANISOTROPY = 0 0 0 1.512 MGD WITHDRAWAL SCENARIO 1 FOR LAYER 1 1 FOR LAYER 2 0.0000000E +00 FOR LAYER 1 0.0000000E +00 FOR LAYER 2 9 1.000000 DELR WILL BE READ ON UNIT 11 USING FORMAT: (10F8.0) 1500.0 17300. 11533. 7689.0 5126.0 3417.0 2278.0 1519.0 1013.0 450.00 300.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 100.00 100.00 100.00 100.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 300.00 450.00 675.00 1519.0 2278.0 3417.0 5126.0 7689.0 11533. 17300. 1500.0 1500.0 450.00 100.00 100.00 200.00 100.00 200.00 11533. 17300. 300.00 100.00 100.00 200.00 100.00 300.00 17300. DELC WILL BE READ ON UNIT 11 USING FORMAT: (10F8.0) 11533. 200.00 100.00 100.00 200.00 100.00 450.00 1500.0 7689.0 200.00 100.00 100.00 200.00 200.00 675.00 5126.0 200.00 100.00 100.00 200.00 200.00 1013.0 3417.0 200.00 100.00 100.00 200.00 200.00 1519.0 2278.0 200.00 100.00 100.00 200.00 200.00 2278.0 1519.0 200.00 100.00 100.00 200.00 200.00 3417.0 1013.0 200.00 100.00 200.00 200.00 200.00 5126.0 PRIMARY STORAGE COEF FOR LAYER 1 WILL BE READ ON UNIT 11 USING FORMAT: (78F1.0) 675.00 200.00 100.00 200.00 200.00 200.00 1013.0 675.00 200.00 100.00 200.00 100.00 200.00 7689.0 1 2 3 4 5 21 22 23 24 25 41 42 43 44 45 61 62 63 64 65 6 26 46 66 7 27 47 67 8 28 48 68 9 29 49 69 10 30 50 70 11 31 51 71 12 32 52 72 13 33 53 73 14 34 54 74 15 35 55 75 16 36 56 76 17 37 57 77 18 38 58 78 19 20 39 40 59 60 0 1 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 ------- r% 0 .4‘', o. 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Summary of Chlorides Tests Chlorides Well (milligrams per liter) TW -1 44 - Laboratory TW -2 57 - Laboratory TW -3 54 - Laboratory TW -4 84 - Field Test TW -5 90 - Field Test PAUL R. MGGINNES AND ASSOCIATES CONSULTING LABORATORIES, INC. 4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849 MISSIMER i ASSOCIATES 600 SANDSTREE DRIVE SUITE 101 PALM BEACH GARDENS, FL 33410 Attn: ROGER ROBINET Project ID: OI0 ECHOBEE BEACH PHI -257 Sample ID: TV -1 MIXEN PROPERTY CORROSIVITY (LANGLIER INDEX) Date Received: 04 /29/92 Date Collected: 04 /29/92 12:15:00 Water sample submitted by Roger Robinet of Missimer and Associates using laboratory supplied containers. Test Name Total Alkalinity, CaCO3 Bicarbonate Alkalinity Carbonate Alkalinity Non - carbonate Alkalinity Total Alkalinity, CaCO3 Calcium, Ca Corrosivity, L.I. pH pHs Total Dissolved Solids Temperature Method Result 9204347 -01A Report Date: 05/11/92 Detection Date Units Limit Analyzed Analyst EPA 310.1 284 mg /L 3 EPA 310.1 EPA 215.1 CALC. EPA 9040 CALC EPA 160.1 EPA 170.1 284 mg /L 3 0 mg /L 3 0 mg /L 3 284 mg /L 4 83 mg /L 1 -0.27 Units calc. 6.83 units 7.10 Units 403 mg /L 1 23.5 deg. C Methods: All analyses by McGinnes Laboratories were performed using EPA and DER approved methods per McGinnes Laboratories Quality Assurance Plan #870232. All quality assurance samples met regulatory and in -house quality control limits unless otherwise specified. Analyst • //t Project Manager DHRS Laboratory ID Nos.86140/E86070 05/04/92 05/04/92 05/04/92 05/04/92 LNJ LNJ LNJ LNJ 04/30/92 CEB 05/07/92 GDP 05/08/92 LNJ 04/29/92 Client 05/08/92 LNJ 05/01/92 JYD 04/29/92 Client PAUL R. MGGINNES AND ASSOCIATES CONSULTING LABORATORIES, INC. 4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849 NISSIMER & ASSOCIATES 600 SANDSTREE DRIVE SUITE 101 PALM BEACH GARDENS, FL 33410 Attn: ROGER ROBINET Project ID: OK ECHOBEE BEACH PH1 -257 Sample ID: TV -1 MIXEN PROPERTY Date Received: 04 /29/92 Date Collected: 04 /29/92 12:15:00 Water sample submitted-by Roger Robinet of Missimer and Associates using laboratory supplied containers. 9204347 -01B Report Date: 05/11/92 Detection Date Test Name Method Result Units Limit Analyzed Analyst Chloride, Cl- EPA 325.3 44 mg /L 4 05/04/92 CEB Conductivity 8 25 Deg. C EPA 120.1 680 umhos /cm 10 04/30/92 KRS Total Iron, Fe EPA 236.1 0.03 mg /L 0.01 05/01/92 GDP Methods: All analyses by McGinnes Laboratories were performed using EPA and DER approved methods per McGinnes Laboratories Quality Assurance Plan #870232. All quality assurance samples met regulatory and in -house quality control limits unless otherwise specified. LLL— G Analyst Project Manager DHRS Laboratory ID Nos.86140/E86070 PAUL R. MGGINNES AND ASSOCIATES CONSULTING LABORATORIES, INC. 4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849 MISSIMER i ASSOCIATES 600 SANDSTREE DRIVE SUITE 101 PALM BEACH GARDENS, FL 33410 Attn: ROGER ROBINET Project ID: 010EECHOBEE BEACH PH1 -257 Sample ID: TW -2 MIXEN PROPERTY CORROSIVITY (LANGLIER INDEX) Date Received: 04 /29/92 Date Collected: 04 /29/92 14:50:00 Water sample submitted by Roger Robinet of Missimer and Associates using laboratory supplied containers. Test Name Total Alkalinity, CaCO3 Bicarbonate Alkalinity Carbonate Alkalinity Non - carbonate Alkalinity Total Alkalinity, CaCO3 Calcium, Ca Corrosivity, L.I. pH pHs Total Dissolved Solids Temperature Method Result 9204347 -02A Report Date: 05/11/92 Detection Date Units Limit Analyzed Analyst EPA 310.1 277 mg /L 3 EPA 310.1 EPA 215.1 CALC. EPA 9040 CALC EPA 160.1 EPA 170.1 277 mg /L 3 0 mg /L 3 0 mg /L 3 277 mg /L 4 65 mg /L 1 -0.50 Units talc. 6.73 units 7.25 Units 429 mg /L 1 23.4 deg. C Methods: All analyses by McGinnes Laboratories were performed using EPA and DER approved methods per McG1nnes Laboratories Quality Assurance Plan #870232. All quality assurance samples met regulatory and in -house quality control limits unless otherwise specified. Analyst Project Manager DHRS Laboratory ID Nos.86140/E86070 05/04/92 05/04/92 05/04/92 05/04/92 LNJ LNJ LNJ LNJ 04/30/92 CEB 05/07/92 GDP 05/08/92 LNJ 04/29/92 Client 05/08/92 LNJ 05/01/92 JYD 04/29/92 Client PAUL R. MGGINNES AND ASSOCIATES CONSULTING LABORATORIES, INC. 4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849 MISSIMER i ASSOCIATES 600 SANDSTREE DRIVE SUITE 101 PALM BEACH GARDENS, FL 33410 Attn: ROGER ROBINET Project ID: OKEECHOBEE BEACH PH1 -257 Sample ID: TV -2 MIXEN PROPERTY Date Received: 04 /29/92 Date Collected: 04 /29/92 14:50:00 Water sample submitted by Roger Robinet of Missimer and Associates using laboratory supplied containers. 9204347 -02B Report Date: 05/11/92 Detection Date Test Name Method Result Units Limit Analyzed Analyst Chloride, Cl- EPA 325.3 57 mg /L 4 05/04/92 CEB Conductivity 2 25 Deg. C EPA 120.1 710 umhos /cm 10 04/30/92 KRS Total Iron, Fe EPA 236.1 0.04 mg /L 0.01 05/01/92 GDP Methods: All analyses by McGinnes Laboratories were performed using EPA and DER approved methods per McGinnes Laboratories Quality Assurance Plan #870232. All quality assurance samples met regulatory and in -house quality control limits unless otherwise specified. Analyst Project Manager DHRS Laboratory ID Nos.86140/E86070 PAUL R. MCGINNES AND ASSOCIATES CONSULTING LABORATORIES, INC. 4168 WESTROAOS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849 MISSIMER i ASSOCIATES 600 SANDSTREE DRIVE SUITE 101 PALM BEACH GARDENS, FL 33410 Attn: ROGER ROBINET Project ID: OKEECHOBEE BEACH PH1 -257 Sample ID: TW -3 MIXEN PROPERTY CORROSIVITY (LANGLIER INDEX) Date Received: 04 /29/92 Date Collected: 04 /29/92 09:30:00 Water sample submitted by Roger Robinet of Missimer and Associates using laboratory supplied containers. 9204347 -03A Report Date: 05/11/92 Detection Date Test Name Method Result Units Limit Analyzed Analyst • Total Alkalinity, CaCO3 EPA 310.1 289 mg /L 3 05/04/92 LNJ Bicarbonate Alkalinity 289 mg /L 3 05/04/92 LNJ Carbonate Alkalinity 0 mg /L 3 05/04/92 LNJ Non - carbonate Alkalinity 0 mg /L 3 05/04/92 LNJ Total Alkalinity, CaCO3 EPA 310.1 289 mg /L 4 04/30/92 CEB Calcium, Ca EPA 215.1 75 mg /L 1 05/07/92 GDP Corrosivity, L.I. CALC. -0.37 Units catc. 05/08/92 LNJ PH EPA 9040 6.80 units 04/29/92 Client pHs CALC 7.17 Units 05/08/92 LNJ Total Dissolved Solids EPA 160.1 429 mg /L 1 05/01/92 JYD Temperature EPA 170.1 22.5 deg. C 04/29/92 Client Methods: All analyses by McGinnes Laboratories were performed using EPA and DER approved methods per McGinnes Laboratories Quality Assurance Plan #870232. All quality assurance samples met regulatory and in -house quality control limits unless otherwise specified. Analyst //Li Project Manager DHRS Laboratory ID Nos.86140/E86070 PAUL R. MCGINNES AND ASSOCIATES CONSULTING LABORATORIES, INC. 4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849 MISSIMER & ASSOCIATES 600 SANDSTREE DRIVE SUITE 101 PALM BEACH GARDENS, FL 33410 Attn: ROGER ROBINET Project ID: OfEECHOBEE BEACH PH1 -257 Sample ID: TW -3 MIXEN PROPERTY Date Received: 04/29/92 Date Collected: 04 /29/92 09:30:00 Water sample submitted by Roger Robinet of Missimer and Associates using laboratory supplied containers. 9204347 -038 Report Date: 05/11/92 Detection Date Test Name Method Result Units Limit Analyzed Analyst Chloride, Cl- EPA 325.3 54 mg /L 4 05/04/92 CEB Conductivity 8 25 Deg. C EPA 120.1 710 umhos /cm 10 04/30/92 KRS Total Iron, Fe EPA 236.1 0.04 mg /L 0.01 05/01/92 GDP Methods: All analyses by McGinnes Laboratories were performed using EPA and DER approved methods per McGinnes Laboratories Quality Assurance Plan #870232. All quality assurance samples met regulatory and in -house quality control limits unless otherwise specified. /1 Analyst Project Manager DHRS Laboratory ID Nos.86140/E86070 EXHIBIT 15 WATER CONSERVATION PLAN A OKEECHOBEE BEACH WATER ASSOCIATION, INC. 8840 78 West Okeechobee, 349749787 813.763 -3793 FAX 813467.4335 Serving Customers in Okeechobee And Glades County OKEECHOBEE BEACH WATER ASSOCIATION, INC. WATER CONSERVATION PLAN The following objectives have been developed for use by Okeechobee Beach Water Association, Inc. (Association) regarding conservation issues. 1. The Association will, to the extent possible, conserve, protect and appropriately manage natural resources to promote the highest environmental quality possible. 2. The Association will implement programs and policies to conserve the supply and protect the quality of current and projected water sources. 3. In water shortage emergencies, the Association will follow the conservation plans, guidelines and recommendations of the South Florida Water Management District. 4. The Association will support the banning of lawn watering between 9 AM and 5 PM. 5. The Association will support adoption of a local ordinance requiring xeriscape (drought tolerant landscaping). 6. The Association will continue their routine maintenance and repair of the distribution system, such as fixing any leaks in water lines or joints, and by ensuring that all water meters are functioning properly. 7. Aa it has been done in the past, the Association will impose surcharges to encourage water conservation when necessary. Notices encouraging water conservation will be sent. as needed. EXHIBIT 16 LETTER TO FDER