February 11, 1993kft,41
iroGroup
Air Water Soil
T E C H N O L O G Y
February 11, 1993
Mr. Thomas Colios
Sr. Scientific Technician
Water Use Division
South Florida Water Management District
3301 Gun Club Road
West Palm Beach, Florida 33416 -4680
Dear Mr. Colios:
RE: APPLICATION #921204 -10
OKEECHOBEE BEACH WATER ASSOCIATION, INC.
OKEECHOBEE AND GLADES COUNTY
FEB 1 2 1993
WPB
Population and water use projections have been broken down separately
for Glades and Okeechobee County in Tables G -1 and G -2, respectively.
The cummulative total for the two counties is presented as Table G -3.
The tables are provided as Exhibit 1.
Okeechobee Beach Water Association, Inc. (Association) population
projections are Tess than the projections in the county comprehensive
plans. This is based on the existing water consumption and number of
connections.
The level of service for the Association is between 74 and 110 gallons
per capita per day (gpcpd). This is from the Okeechobee County
comprehensive plan. The Glades County comprehensive plan cites 125
gpcpd as a design standard. However, they note that actual use may be
Missimer Division
ViroGroup, Inc.
600 Sandtree Drive
Suite 101
Palm Beach Gardens, FL 33403
Phone 407 775 -6612
FAX 407 775 -6615
AL
As requested in your letter dated December 28, 1992, we are providing this additional
information for the referenced application. The responses are numbered in the same
order as your requests and include a brief summary of the request.
1. Population and water use projections based on Okeechobee and Glades County
comprehensive plans.
less. Applicable pages from the Glades and Okeechobee County
comprehensive plans and a letter from the Association which details the
information are presented as Exhibit 2. ate of consumption of
commercial users also is provided in the Association's letter.
Future demand projections were based on the historical water
consumption of 85 gpcpd which is the average of residential and
commercial use combined. The Association expects a similar balance of
commercial and residential users in the next few years. As can be seen
under response numbers 3A and 4A of the Association's letter,
residential water use is Tess than 45 gpcpd. The low rate is due primarily
to the seasonal nature of much of its customer base. We feel that these
projections, based on historical water consumption rates, are the most
reasonable projections for the Association's service area.
2. Legal control of the service area.
As stated under response #8 of the Association's letter, they have
provided a copy of the Articles of Incorporation (presented as Exhibit 3)
as documentation of the legal control of the service area. Also, please
refer to Exhibit 13 of the original water use permit application for a copy
of the agreement between the City of Okeechobee and the Association.
The Association's attorney will be supplementing this information as
more documentation becomes available.
3. Provide revised modeling to include layer 1 as unconfined, pumping the
requested maximum day allocation of 1.5 MGD, withdrawal from all seven
wells, and provide the input files.
The model results including the input files are provided as Exhibit 4.
4. Additional information required on Table A.
Table A has been revised and is presented as Exhibit 5.
5. Provide the Okeechobee County Public Health Unit with a copy of the
RLR:rma
application for their review.
M &A provided Mr. Joe Barletto, Director of Environmental Health for the
Okeechobee County Public Health Unit, with a copy of the original water
use permit application for his review and comments. Mr. Barletto does
not expect any detrimental impacts on public health from our proposed
plan. Copies of our cover letter to Mr. Barletto and his response are
provided as Exhibit 6.
We hope that we have provided you with the information necessary to complete your
review. Please contact us if you have any other questions.
Sincerely,
7 '7
Roger L. Rob :net, P.G.
Registered Geologist #1305
State of Florida
LIST OF EXHIBITS
Exhibit 1
Exhibit 2
Exhibit 3
Exhibit 4
Exhibit 5
Exhibit 6
Population and Water -Use Projection-
Association Letter and Applicable Portions of the Glades and Okeechobee
County Comprehensive Plans
Articles of Incorporation
Model Results
Table A
Cover Letter to the Okeechobee County Public Health Unit and their
Response
EXHIBIT 1
POPULATION AND WATER -USE PROJECTIONS
TABLE G -1
PROJECTED WATER USE
OKEECHOBEE BEACH WATER ASSOCIATION,;
GLADES COUNTY:: SERVICE `AREA':
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
1912
1930
1949
1998
2048
2098
2151
2325
2523
2697
2784
2871
2958
3045
1099
1109
1120
1148
1177
1206
1236
1336
1450
1550
1600
1650
1700
1750
85
85
85
85
85
85
85
85
85
85
59.32
59.88
60.47
61.99
63.54
65.09
66.73
72.13
78.28
83.67
85 86.37
163
.164
.166
.170'
.174
178
.183
198
.214
229
237
85 89.07 .244
85 91.77 .251
85 94.47 .259
395
325
328
331
.340
348
356
366
.429
.458
.473
.488
503
518
CUMULATIVE
Note: Number of units x 1.74 Project population
TABLE G -2
PROJECTED WATER USE
OKEECHOBEE BEACH WATER ASSOCIATION, INC. OKEECHOBEE 'COUNTY SERVICE: AREA
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
Projected`
Population
4585
4654
4724
4942
5160
5433
5705
5934
6172
6418
6671
6932
7150
7368
2103
2135
2167
2267
2367
2492
2617
2722
2831
2944
3060
3180
3280
3380
api tai
sage
85
85
85
85
85
85
85
85
85
85
85
85
85
85
Total
Annual
(MG)
142.25
144.39
146.56
153.33
160.09
168.56
177.00
184.10
191.49
199.12
206.97
215.07
221.83
228.59
A vg Max.
Day Day
(MG) (MG)
504 1 1.009
.462 1 .924
.390
.779
396 1 .791
.402 1 .803
.420 1 .840
.439 1 .877
.485 1 .970
.525 1 1.049
.546 1 1.091
.567 1 1.134
589 1 1.178
608 1 1.216
626
1.253
CUMULATIVE
Note: Number of units X 2.18 project population
CUMULATIVE
TABLE G -3
PROJECTED WATER USE
1
i.i a r1n_
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2004
2005
OKEECHOBEE BEACH WATER ASSOCIATI
TOTAL SERVICE AR
Projected;
Population
6497
6584
6673
6940
7208
7531
7856
8259
8695
9115
9455
9803
10108
10413
3202
3244
3287
3415
3544
3698
3853
4058
4281
4494
4662
4830
4980
5130
85
85
85
85
85
85
85
85
85
85
85
85
85
85
Annua
MG)
201.57
204.27
207.03
215.31
223.63
233.65
243.73
256.24
269.76
282.79
293.34
304.14
313.60
323.06
552
560
567
.590
613
640
.668
.702
.739
775
.804
833
.859
885
1.336
1.104
1.119
1.134
1.180
1.225
1.280
1.404
1.478
1.550
1.607
1.667
1.718
1.770
EXHIBIT 2
ASSOCIATION LETTER AND APPLICABLE PORTIONS OF THE GLADES
AND OKEECHOBEE COUNTY COMPREHENSIVE PLANS
January 18, 1993
Dear Mr. Robinet:
OKEECHOBEE BEACH WATER ASSOCIATION, INC.
8840 Highway 78 West
Okeechobee, Florida 34974 -9787
813 763 -3793 FAX 813 467 -4335
Serving Customers in Okeechobee And Glades County
Mr. Roger Robinet
Missimer Associates, Inc.
600 Sandtree Drive
Suite 101
Lake Park, Florida 33403
I have reviewed the letter from South Florida Water Management
District dated December 28, 1992 and submit the following
information.
1. Copies of specific pages from the Glades County Comprehensive
Plan.
A. Population increase of 5.9 See Page I -12.
B. 1.74 persons per household. See Page I -14.
C. Buckhead population estimates. See Page I -15.
D. Water consumption of 125 gallons per person per day. See
Pages IV -1 and IV -4.
E. Projected water needs for Buckhead Ridge. See Page IV -8.
2. Copies of specific pages from the Okeechobee County
Comprehensive Plan.
A. Population projections for Okeechobee County.
See Page III -19
B. Estimated number per household 2.72 decreasing to 2.62.
See Page III -22.
C. Water Level of service for OBWA service area 110 gpcpd
See Page IV -28.
D. OBWA service are population projections. See Page IV -33. r-
E. OBWA service area water use projections. See Page IV -34.
3. Current Water Use for Glades County:
A. Residential
1,081 accounts (meters)
2,344 gallons per account per month (average)
78 gallons per account per day (average)
44.83 gallons per person per day (average)
Mr. Roger Robinet
January 18, 1993
Page 2
B. Commercial 4
18 accounts (meters)
23,572 gallons per account per month (average)
786 gallons per account er day (average)
C. Combined Residential and Commercial
1,099 accounts (average)
2,692 gallons per account per month (average)
89.73 gallons per account per day (average)
4. Current Water Use for Okeechobee County:
A. Residential
1,944 accounts (meters)
2,904 gallons per account per month (average)
96.81 gallons per account per day (average)
44.41 gallons per person per day (average)
B. Commercial
159 accounts (meters)
32,847 gallons per account per month (average)
1,095 gallons per account per day (average)
C. Combined Residential and Commercial
2,103 accounts (meters)
5,168 gallons per account per month (average)
172 gallons per account per day (average)
5. Analysis of Total Water Pumped into System:
3,202 accounts (meters)
565,397 gallons per day (average)
176.5 gallons per account per day (average)
6. Projected Population and Water Use:
See Attached Table
I have calculated the data on the table using the information
above.
7. The rate of consumption of commercial users is listed above.
The water use projections includes the water used by
residential, commercial and system loss.
Mr. Roger Robinet
January 18, 1993
Page 3
8. Number 2 of the SFWMD letter requests documentation of legal
control for the requested service area.
We are not requesting a service ar .r- will supply water to
the existing service area and any expansion will be in an area
that can be reasonably served within a projected ten (10) year
time frame.
We are attaching a copy of the Articles of Incorporation as
documentation of the legal control of the service area.
We are not aware of any claims of conflicts between OBWA
service area and any other water system.
Please call if we need to discuss this matter and let me know if
you need any additional information.
Yours Truly,
L. C. Fortner,
Superintendent
LCF /pdv
Enc.
Year
1990
1995
2000
Permanent Population
26,205
30,932
34,642
Household Population
25,969
30,653
34,327
Snowbird Population
5,622
6,525
7,240
Seasonal Farmworker Population
6,553
7,591
8,415
Total Peak Population
38,380
45,048
50,297
Under
$5,000—
$10,000—
$15,000—
$20,000—
$25,000
$35,000—
$50,000
$5000
9,999
14,999
19,999
24,999
34,999
49,999
or more
Total
1,124
1,437
1,629
1,323
927
1,172
624
264
8,500
13%
17%
19%
15%
11%
14%
7%
3%
100%
C. ANALYSIS AND PROJECTIONS
Population Projections
Population projections for unincorporated Okeechobee County through the year
2000 are shown in Table 3.13. r
Table 3.13
Sources: Florida Applied Demographics, Inc., 1990; CFRPC, 1991.
Population projections for the permanent unincorporated population were
developed by Florida Applied Demographics, Inc. Seasonal population projections are from
Florida Applied Demographics, less the seasonal population projections attributable to the
City of Okeechobee. The household population was estimated and projected by the
methodology discussed below.
Projection of Households and Housing Units
Table 3.14 lists the number and percentage of existing households by income
range for the County in 1980. Nearly 50' percent of the County's population earned less than
$15,000 in 1980.
Source: 1980 U.S. Census
Table 3.14, Households by Income Range, 1980
Okeechobee County
ty
Year
1990
1995
2000
Household Population
25,969
30,653
34,642
Persons Per Household
2.72
2.67
2.62
Numbcr of Households
9,447
11,480
13,222
Vacancy Ratc
11%
11%
11%
Total Year —Round Housing Units
10,614
12,899
14,855
Maintaining an Adequate Vacancy Rate
An adequate vacancy rate is typically_�ne- that allows for competition and a choice in
dwelling units, and usually is between three and eight percent of the housing stock. According
to the 1980 Census, there was an overall vacancy rate of about 11 perccnt in Okeechobee County.
This rate is projected to remain constant at 11 percent, and has been incorporated into the
County's housing projections.
Housing Needs of the Anticipated Population
The AMIIMIP1410111111111111111111=Win the unincorporated County in
1990, is projected to decrease slightly over time, reflecting national and statewide trends. For
the County as a whole, the University of Florida's Bureau of Economic and Business Research
estimated that the average household size decreased by 3.5 percent between 1980 and 1990.
Errors in assumptions or current estimates of population and households made by the County's
comprehensive planning consultants I I nty's 1990 estimates. Persons
per household is projected to
Table 3.18 projects the number of households in Okeechobee County for 1995 and 2000.
Estimates for 1990 are also included. An 11 percent vacancy rate for year —round housing units
is assumed to remain constant over the projection period.
Table 3.18, Housing Unit Projections, Unincorporated Okeechobee County, 1990 -2000
Sources: Florida Applied Demographics, 1990; CFRPC, 1991
It is also assumed, for purposes of these projections, that the distribution among the
various housing types will remain relatively constant. Okeechobee County has shown marked
increases in permits issued for mobile homes between 1980 and 1990. This reflects recent
housing trends toward non conventional housing types as well as a tendency toward smaller
household size.
III -22
Mnp No.
Facility Name
No. of Connections
No. of Meters
Raw Stater Source
Population Served
Design Capadty
Maximum Produdioa
Level of Service
(gallons/capita/day)
41
1145 Connections
3,145 Meters
Purchased
7.860 persons
750,000 gal/day
866,000 gal/day
3'
42
Okeechobee Golf County aub
0 Connections
0 Meters
None
25 persons
0 gaYday
0 gal/day
N/A
43
Okeechobee Livestock Market
1 Connection
0 Meters
Ground: 1 well
100 persons
0 gal/day
0 gal/day
N/A
44
City of Okeechobee
6,337 Connections
6,337 Meters
Surface Source
12,835 persons
2,880,000 gaYday
4876,000 gaYday
224 gpcpd
45
One Lake Place
43 Connections
0 Meters
Ground: 1 well
150 persons
28,000 gaYday
16,000 gal/day
107 gpcpd
46
Pakn Mobile Horne Village
25 Connections
25 Meters
Ground: 1 well
75 persons
6,000 gal/day
11.000 gal/day
147 gpcpd
47
Pineridge Park
110 Connections
110 Meters
Ground: 1 well
220 persons
2,000 gal/day
36,000 gal/day
164 gpcpd
48
Primrose R.V. Park
52 Connections
1 Meter
Ground: 1 well
104 persons
10,000 gal/day
4,000 gal/day
38 gpcpd
49
Produce's Meat Packing Co-Op
4 Connections
0 Meters
Ground: 1 well
25 persons
40,000 gal/day
20,000 gal/day
800 gpcpd
50
Regency Thermograpbers of Florida
1 Connection
0 Meters
Ground: 1 well
45 persons
0 gal/day
2,100 gal/day
47 gpcpd
51
Register's R.V. Park
28 Connections
28 Meters
Ground: 1 well
56 persons
10,000 gal/day
6,000 gal/day
107 gpcpd
52
Riverhead Trailer Park
85 Connections
1 Meter
Purchased
170 persons
0 gaYday
0 gal/day
N/A
53
Scott Groves
13 Connections
0 Meters
Ground: 1 well
52 persons
4,400 gal/day
15,300 gal/day
294 gpc
54
Shady Pines Trailer Park
12 Connections
0 Meters
Ground: 1 well
60 persons
5,000 gal/day
0 gal/day
N/A
55
I
Skylake Twin Drive -In
1 Connection
0 Meters
Ground: 1 well
100 persons
1,000 gal/day
1,000 gaUday
10 gpcpd
IV-28
Year
1991
1995
2000
Okeechobee County Peak Population
44,703
50,165
55,583
City's Service Area Population
8,959
10,033
11,117
Percent of County
20.0%
20.0%
20.0%
r
r Sr
r`
i
'11 6392
v C 1 5 f
Percent of County
11.5%
11.5%
11.5%
',.#ji O. 1
4i
8,027
8,944
:310_
9,910
Total OBWA Service Area Population
Future Needs
Future water needs are based primarily on population projections. The service area
populations of the City's water system and the OBWA will be projected based on the current
proportion of the County's peak population these areas represent. The County's 1991 peak
population was projected to be 44,703. This compares to.:.the estimated City service area
population of 8,959 (20.0% of the County total), andTOkeechobee County portion of the
OBWA service area population of 5,176 (11.5%). Table 4.7 projects the service area populations
for the years 1995 and 2000. These projections assume that a constant percentage of peak
County population will be serviced by these water systems. Projections for the Glades County
portion of the OBWA service area population assume a constant proportion of Glades County
residents to Okeechobee County residents.
Table 4.7, City of Okeechobee and OBWA Service Area Population Projections
Source: Okeechobee County Planning Department, 1992
Once the service area populations have been projected, projections can then be made for
potable water nccds. The 1991 average 1cyclof. t' c (or the Cit y's water sxstcm_ s 173 y gpcpd,
and the peak LOS is 238 c The 191ti zavera setv'ee foi Elie: O B A sxs is 74
gpcpd: The peak LOS is 93 gpe
,7iese include commercial water consumption in per capita
revel orservice calculations. Table 4.8 projects water needs for 1995 and 2000.
Table 4.8, Water Use Projections
Peak Use (gallons /day)
Year
City of Okeechobee Service Area Population
Average LOS (gpcpd)
Average Use (gallons/day)
Pcak LOS (gpcpd)
3
Total City and OBWA (Average gallons /day)
Total City and OBWA (Peak gallons /day)
1991
x,459
173
1,550,000
238
2,130,000
2,140,000
2,880,000
1995 2000
10,033 11,117
173 173
1,735,709 1,923,241
238 238
2,387,854 2,645,846
2,397,565 2,656,581
3,219,646 3,567,476
Source: Okeechobee County Planning Department, 1992
nn „t egPac; fy ha been I'ec Lec QcJ 1 O.dE M G O Z
In 1989, the City of Okeechobee closed a bond to build a second water treatment facility.
Upon corn letion in the earl 1990s, the City's second facility will have a daily capacity of an
addition 2 million gallons per d In the year 2000, the City's peak daily use will represent 54
perccnt of the plant's capacity. The OBWA's pcak daily use will represent almost 19 percent of
the plant's capacity. Together, all customers of the City's plant will account for about 73 percent
of the plant's capacity during peak usage.'
Public Supply Water Alternatives
A Water and Sewer Task Force, consisting of representatives of the City, the County and
the OBWA hired PMG Associates, Inc. to assess the feasibility of developing a regional utility
authority. The study analyzed three alternatives: operation of the water system under existing
conditions where the OBWA is a wholesale customer of the City; combining the existing
customers of the City system and the OBWA into one retail customer base; and the withdrawal
of the OBWA from the City's system, with the OBWA then constructing its own water treatment
plan. On the basis of debt service per equivalent residential connection, the study indicates that
there is little difference between the first two alternatives. The third alternative would result in
debt service per account of about 12 percent more. No other results or recommendations were
included in the study.
IV -34
1991
COMPREHENSIVE PLAN
GLADES COUNTY
Preparation of this document was aided through financial assistance received from the State of
Florida under the Local Government Comprehensive Planning Assistance Program authorized by
Chapter 87 -98, Laws of Florida and administered by the Florida Department of Community Affairs.
10. Brighton Reservation: (Approximately 56 square miles) As an independent entity managed
by the Seminole Indian Nation, this district has a variety of agricultural related uses. The
district also has a residential center for_pe- members of the Nation.
public Buildings and Facilities and Historic Resources
The County has a number of public facilities such as schools; the courthouse, the ambulance service,
the fire districts, and the sheriff's facilities. The sites these occupy are normally quite small and are
not suitable for mapping at the scale used for descriptive purposes in this plan. Consequently.
overscale symbols and other identifiers are used to show general location of these facilities, which
are depicted in Appendix 1, Support Services. Other facilities, such as drainage works, roads, and
parks are also shown in Appendix 1.
Few historic resources have been identified in the county. The most notable is the County
Courthouse. The County does, however, celebrate its history through two festivals described in the
Recreation and Open Space Element. It should be noted that the devastating hurricane of 1926
destroyed the greater part of the County's settlements which would be today's historic resources.
From its creation in 1922, Glades County historically has had a very small population. By 1970, the
population reached only 3,669. By 1987, however, the County's population had grown to 7,357
wnted an increase of 100.5% over the 1970 total.
that period, roughly triple the national average. If
that rate continued through the year 2010, the population would reach 17,341, as shown in Table 2.
POPULATION GROWTH AT 1970 -1987 RATES
Year
1970
1980
1987
1990
1995
2000
2010
TABLE 2
1 -12
Total
3,669
5,992
7,357
8,659
10,830
13,000
17,341
TABLE 4
POPULATION FORECASTS, GLADES COUNTY
Year Population
1987
8,659
1995 9,250
2000 11,500
2005 13,000
2010 14,800
Population by Planning District
The 1990 Census is currently underway, however the previous census was completed in 1980. No
census has been conducted in Glades County since 1980. Consequently, current population levels
for the planning districts have been estimated using dwelling unit counts. (See Table 5.) The 1980
Census enumeration districts were different from the planni is-tbit ptan..�,A result.
strict com ati T does not occur with past data. Further,
This figure was developed by dividing the estimate of 1987 popu atu,n
ureau o I nomic and usiness Research, University of Florida) by the number of housing units.
I -14
The population total in Table 5 (as a sum of the planning districts) is larger than the University of
Florida estimate due to a disagreement by the Seminole Nation with the person per household
estimates.
Based upon these estimates of 1987 population and growth trends since 1980, population estimates
were developed for each planning district' for the years 1995, 2000, and 2010. (See Table 6.)
CURRENT POPULATION BY PLANNING DISTRICT (1987)
District
Moore Haven Area
Muse
Palmdale
N. Caloosahatchee
S. Caloosahatchee
Ike
Planning District
Fisheating Creek
Kissimmee- Indian Prairie
Brighton
Totals
Moore Haven
City of Moore Haven
Muse
Palmdale
N. Caloosahatchee
S. Caloosahatchee
ke
is eating ree
Kissimmee- Indian Prairie
Brighton
Totals
Numbers in parentheses represent areas outside the planning authority of the County.
Estimates of the Seminole Nation.
TABLE 6
POPULATION ESTIMATES BY PLANNING DISTRICT
2,534
760
228
507
507
203
101
355
9,250
TABLE 5
No. of Units
1,277
(713)
362
116
262
61
59
1 -15
4,136
3,000
900
250
600
1,000
225
125
400
3,600
1,200
275
700
2,000
250
150
450
11,500 14,800
POPULATION
2,220
(1,241)
630
203
456
106
176
87
(323*)
7,194-
The Port LaBelle DRI (which is approved) forecasts much more growth in this area. This
is probably a correct assumption. Fortunately, the approval granted Port LaBelle contains
conditions for self sufficiency related to facilities and services. Consequently, if the growth
anticipated in the Port LaBelle DRI does occur, the Development Order's conditions apply.
Appropriate conditions are indicated elsewhere in the Comprehensive Plan.
t.
POTABLE ABLE WATER
SANITARY SEWER, SOLID WASTE, DRAINAGE, POTABLE WATER
AND
NATURAL GROUNDWATER -A- QUIFER RECIIAR( ;E ELEMENT
Iv 1
Existing Conditions
Potable water systems in Glades County utilize water front three sources: surface water. groundwater.
and rainfall. (These are discussed in detail in the Consctvation Element.) Potable water systems
primarily consist of numerous privately niaintaincd wells and ten centralized supply systems. Mar I
locates these facilities. According to the Department -of Environmental Regulation, existing public
systems currently have a capacity of 1,922,5101 million gallons per day (mgd). Table 1 summarizes this
data and presents a map legend.
In three areas of the county, water is provided by facilities located in adjacent counties. 'These areas
are Buckhead Ridge (facility located in Okeechobee County), Port LaBelle (facility located in 1 iendry
County), and South Shore (facility located in Ilcnolry County). Rased on thc housing counts in the
Mousing Element, approximately 2,7511 persons arc served by these systems.
Approximately 3,746 persons are served by central water systems located within the county. (See
Table 1.) Assuming that a portion of this population is not permanent (i. c.. campgrounds) :mil
utilizing thc alwve population, approximately 85 percent of the county population is served by
centralized systems. The remainder arc served by private wells and small unregulated systems.
Pahl. 1 shows that most of the cent' alized water systems have excess capacity. River ;rks
Subdivision and Lykes Brothers Fisheating Creek Campground, however. appear to he at capacity.
alt contacted these facilities to i uirc tf ca acct rohlems occurred. For example. using typical
oei r' tell is River Oaks system should have a
capacity o f 7;( l ons per ay (gp% u is current y rated at 1.000 gpd. Actual usage is
approximately 36 gallons per unit per day (28 units, mobile homes and single- family). Personnel at
the facility revealed no capacity problems.
Conversation with thc Lykes Fisheating Creek Campground indicate that the population estimates
of Table 1 are high. The system serves a campground which has water hookups for RI1 camp sites
(not permanent residences), a store, and 1 homcsitc. Additionally. typical water use rates for ramp
sites should be well below permanent residential uses.
Several agencies exercise jurisdiction over water systems. The Florida Departnicnt of Environmental
Regulation is responsible for implementing the Florida Safe Drinking Water Act. Sections 41)3.~50
403.864. F.S
The Department of Health And Rehahilif t ve Services (11RS) monitors the water quality of
drinking water and wells. The South Florida Water Management District (SFWMD) manages water
supplies to mcct existing and future demands. Regulation -of water use is achieved through a
permitting system, through which water resources are alkx; among the permitted consumers and
natural systems. WMD rules pertinent to Glades County arc contained in Chapters 411E -2. Ei\.('..
Individual Water Use Permits and 411E -20, F.A.C., General Water Use Permits.
Problems and Needs
Analysis of Table 1 and other data indicates that current capacities of major facilities are adequate
to mcct current demand. Additionally, these facilities have capacities for future growth.
Most of the existing systems appear to be small systems sized to serve a specific project. .1ltrce
major systems (Brighton, Lakeport, and Moore flay
Available capacities and potential maximum populations
per person per day, are shown in Tahlc 2. Actual use may he Icss than 125 glxl /person or certain
residential uses. For example, DER will consider reduced rates in the permitting process it the
applicant can demonstrate actual l rates. DER considers 60 gpd /person acceptable for RV
parks.
In order to analyze future needs, population estimates by planning district were utilized. 'Table
presents population estimates by district. Map 2 illustrates the location of these districts.
Mcx)rc Ilaven
The 2010 year population estimate for the Moore Haven arca is 3,60( persons. Table 2 shows a
total capacity of 4,608 persons for the Moore Ilaven Water Department. 'therefore. this system
appears to be adequately sized to serve growth through the planning peritxi. however. the
Department of Environmental Regulation has indicated that the current system is experiencing
water quality problems with the existing well fields. Fertilizer use and high chloride Ic4.'els ate
thought to be the main problem. The County and the City of Moore Haven in conjunction %%itli
the SFWMD has found an alternate source of water and are currently constructing a new well
field north of Moore Haven.
Additionally, Glades County has received a Community Development Block Grant totalling
S575,000.0() for water system improvements in the Washington Park Revitalization Arca. The
monies will he used to install new water lines, replace old lines and to install fire hydrants withiij
the community.
Musc
There is currently no centralized system for the Muse area. Water is obtained from private wells
i and small unregulated systems. Population densities within Muse. as shown on the housing density
map in the Housing Section, are low and should allow for continued use of private well systems.
IV-4
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EXHIBIT 3
ARTICLES OF INCORPORATION
STATE OF FLORIDA
DEPARTMENT OF STATE DIVISION OF CORPORATIONS
1 certify that the following is a true and correct r"I" of
filed in this office on the
19 64
Charter Number: 707793.
(1)111.. 1111 Worm 9
7.13.711
CEItI•I O f IN('
OF
OKEIiCIIOBEIi BEACH WATER ASSOCIATION, INC.
A Corporation Not For Profit
10th
day 111
"0.4 t+ +r sr�T (,IV F,N under my hand and the Carat
f 4'1
y Seal of the State of Florida. at
wr 11 0 0
Tallahassee. the Capital, this the
5th day of May
19 77
September,
SECRETARY OF STATE
AH1'ICL1 :J OF liieOitl'Ul(ATIUIJ
OF
OKEECHOBEE BEACH WATER AC3OC1AT1ON, 1NC.
ARTICLE I.
The name of this corporation shall.e_OKLECl0113E BEACH WAU►_t
ASSOCIATION, INC., and shall be a non profit corporation organized
under rdwas_E Au, Florida Statutes, and shall have all power:; L ;iveri
to a non profit corporation by the provisions of said ChaUter 611,
Florida Statutes. 1
ARTICLE II.
The nature of the business of the corporation and the objects
and purposes for which it is organized are: I
A. To construct, maintain, and operate a water system for the
supplying of water for domestic, conrnerciai, agricultural, industrial,
and other purposes to its members and for the sale of any seerplus
water remaining after the needs of its members have been satisfied
and to engage in any activity related thereto, including but not
limited to the acquisition of water by appropriation, dri.11inb, puwrin
and /or purchase, and the purchase laying, institution, operation,
maintenance, and repair of wells, pumping equipment, water mains,
pipelines, valves, meters, and all other equipmeut necessary to tho
construction, maintenance and operation of a water system, and
B. To construct, maintain, and operate a sewage disposal sy: tsr:►n
for the use and benefit of its members.
ARTICLE III.
The members of the corporation shall be the subscribers hereto
and all other persons, partnerships, corporations, or other legal
entities having a reasonable accessibility to the sources of and vho
desire to have water and ofhor services supplied for domnsti c,
commercial, agricultural, industrial., or other uses from the systems
constructed, maintained, anu Opel cn eu Ly r
corporation shall not be required to admit additi oral mmber if the
capacity of its water system is exhausted by the needs of it:;
existing members and such other persons to whom it has been supplying;
water.
ARTI C1.E IV.
This corporation shall have perpettal existence.
ARTI CLE V
The names and residence or the subscribers to these Article of
Incorporation are as follows:
LELAND PEARCE
V. M. LIGHTSEY
CURTI 3 E VIRIGH T
JAIA ES T. KINCHEN
Dl,'�JI7T UPTHILGROVE
R. H. HOPS EYCUTT
FRED JUDGE
ARTICLL: VI.
The affairs of the corporation arc; to be n ..;ed by a 1k and of
Directors of not less than three nor more than nine members. The
number of directors shall be determined by tho by- laws. 'I'hcy shall be
elected at the annual meeting; of the members and shat. 1 hold office
for one year or until their successors are elected.
ARTICLE VD
The officers who shall serve until the first election or unti
L
their successors are elected shall be as follows:
LELAND PEARCE
FRED JUDGE
TESTER W. JEI1NING3
ROUTE 1, Box_ $l
P. O. Box, 311E
P. 0. 'Box 655
ROUTE 1, Box 72
ROUTE 1, Box 04C
ROUTE l., Box 11OZ
ROM 1, Box 103
ORE ECIIOYEli; FI.O:I3 i)A
c1:LEcf013L' FLORIDA
OKi Edil(13 EE FLOai DA
F1.(rt1DA
Ul'E1!.CiIU!ii r;, FLuitII)A
01Kii,ECIl0l3IF.i',, F1.OIt1. DA
MEE Cl101;t':'r; 1• Lot I iM
PRESIDENT
VI CZ I'i;; ;;:IIJSII'r
SE,U( tj'fAitY -•TIL .;n ►!iUct
The term of office of the- foregoing officers shall be for a
period of ono year or until their successors are elected. The
officers shall be elected by the Board Directors.
AR7.'1c i,L
The first Board of Directors shall consist of seven members
who shall serve until the first election or until their successors
are elected. The names and addresses of the members of the first
Board of Directors are as follow:;:
LELAND PEARCE
v.. M..LIGIITSEY
CURTIS E. WRIGHT
JAMES T. KIJ•ICHEN
DEWITT UPTHEGROVE
R.. H. HONEYCUTT
FRED JUDGE
to adopt any amendment.
ROUTE 1, Box 61
P.. 0. Box 314
p. O. BOX 655
ROUTE 1, Box 72
ROUTE 1, Box 84C
RCU'i'E 1, Uox 11OZ
ROUT4 1, Box 103
Oi:1 ECHOB le.: FLOi(I i ),i
OiuEECi1Oiiislr:, FT.t'i A0A
OKE VAJuBJ 2. 1 1.4:
is
OKEEC1It113J;r.;, FLOUT oA
OKEECHIO13I FJ,O1ti. I i
OIGEEC11OBEE FLUCI i)A
Olt ECIIUBEE, FLOit].u,1
ARTICLE 1X.
The by laws of the corporation shall be made by a majority vote
of the members preacnt at the organizational meeting of the members.
The by -laws may be altered, 'rescinded, or amended by a majority vote
of the members present at any annual meeting of the corporation, or by
majority vote of the members present at any special meeting of the
membership called for the special purpose of altering, rescinding, or
amending the by laws and after written notice of said special meet.i ,ig
has been furnished to the members by U. S. flail to their i known
address at least 10 days prior to the date of the special me tin;;,.
AW ICLE x.
Amendments to these Articles of Incorporation may be proposed to
the Board of Directors by a majority vote of the members of the
corporation. A majority of the members of the Beard of Directors my
approve, amend or reject such proposals and shall have F finai auLhori ti
The assets and 1ucoino of t.liis non-profit corporation sit;'
utilized to promote its purposes. No salaries or fees shall be r:'5.»» t.
the Directors or officers of this corporation as compensation for
serving as officer: or directors, but nothing herein coita
prevent the corporation from retaining said director: or offic•. :r i;1
capacities and provl there with roasaw salaries or cowp -''m
for their services reni rod :in the other c ^')acit.ir. n':d nothir
snail prevent the hiring of employees or engaging of other to perform
services for the corporation or to prevent the reimbursement of any
person who makes outlays for the reasonable expenses of the
corporation. Provided, however, that should this corporation be
dissolved, nothing herein shall prevent the distribution of the
assets of the corporation to its members or the return- of such as ets
as may have been donated to the corporation to the- donors thereof.
I11 WITNESS WHEREOF, we have made and subscribed these Articles
of Incorporation, this 3rd Day of September, A. D. 1964.
r.» .r„•
1
r
V. b(. L1GN'1': E;3
J i
••.TA hr;S T. K1I'IUFth W
L'1J1'1''1' Up`l1IEGKUV1
FLED JUDGE
il. tUN�:YeuTI
-i
r
STATE OF FLORIDA
COUNTY OF .0KEECNOBEE
Be it remembered, that on this 3rd Day of sc: A. 1). 1964,
personally appeared before me, a Notary Public in tmd for the State anci
County aforesaid, LELAND PEARCE, V. IL 1.10111SEY, CURTIS E. WRIGHT,
4AMES T. I:NCI1EN, DWI:TT UPTILEGROVEr---
known to me personally to be the
individuals who executed the foregoing Artie' 013 of litcorporat
acknowledged that they executed said articles of lncorporation as the
act and deed of the signers, respectively, aid the facts therein stated
are truly set forth.
Given wider my hand and seal the day and year aforesaid.
M.••■••■■ 4••••• MINN. 411■••■•■•••■•■ .111•■•• .0■■■•••••••••■••••••••=11.1110
ri
'4y r.!
•nr f 1.... 5
I
EXHIBIT 4
MODEL RESULTS
I—
Ei 67600
I..L_
Z 56800
H
J 56000
U
55200
OKEECHOBEE BEACH IMPACT MODEL
8
'o
LL L)
WATER TABLE DRAWDOWN
GI IS) m m m m
V' w NO N 03
LD LO LL) LD LO LO LD
m
m
LD
m
m
'0
tD
m
03
L)
m
'0
LD
SCALE IN FEET
m
N
L•
LD
m
m
m
m
'0
co
03
'0
60000
59200
58400
57600
66800
56000
55200
54400
53600
62800
W 67600
Z 66800
H
J 56000
U
55200
OKEECHOBEE BEACH IMPACT MODEL
LAYER TWO DRAWDOWN
m m m
m m m
V o NO N
W [0 w [0
�m
DN
SCALE IN FEET
m
m
0
m m m m m m m m CO m
[0 [0 [0 [0 [0 ID U) I0 m m
13
60000
69200
58400
67600
66800
56000
55200
64400
53600
62800
MODFLOW BASIC PACKAGE
OKEECHOBEE BEACH IMPACT MODEL
1.5 MGD WITHDRAWAL SCENARIO
2 73 78 1 4
11 12 0 0 15 0 0 18 19 0 022
0 1
0 1(7812) 2 ACTIVE LAYER 1
0 1(4012) 2 ACTIVE LAYER 2
999.99
0 O.
0 0.
90. 10 1.3
NODFLOW BLOCK CENTERED FLOW PACKAGE
10
0
0
11
1500. 17300.
450. 300.
100. 100.
100. 100.
200. 200.
200. 200.
200. 200.
1519. 2278.
11
1500. 17300.
450. 300.
100. 100.
100. 100.
200. 200.
100. 100.
200. 300.
11533. 17300.
0
1.
1.(10F8.0)
11533. 7689.
200. 200.
100. 100.
100. 100.
200. 200.
200. 200.
200. 200.
3417. 5126.
1.(10F8.0)
11533. 7689.
200. 200.
100. 100.
100. 100.
200. 200.
100. 200.
450. 675.
1500.
3
5126. 3417. 2278. 1519. 1013.
200. 200. 200. 200. 200.
100. 100. 100. 100. 100.
100. 100. 100. 100. 200.
200. 200. 200. 200. 200.
100. 100. 100. 100. 200.
200. 200. 300. 450. 675.
7689. 11533. 17300. 1500.
3
5126. 3417. 2278. 1519. 1013.
200. 200. 200. 200. 200.
100. 100. 100. 100. 100.
100. 100. 100. 100. 200.
200. 200. 200. 200. 200.
200. 200. 200. 200. 200.
1013. 1519. 2278. 3417. 5126.
675.
200.
100.
200.
100.
200.
7689.
11 .20(78F1.0) 9 WATER TABLE STORAGE
11111111111111111111111 1111111111111111111111111111111111111111111111111111111
11111111111111111111111111 111 1 111111111111111111111111111111111111111111111111
11111111111111111111111 1111111111111111111111111111111111111111111111111111111
11111111111111111111111111 1111111111111111111111111111111111111111111111111111
11111111111111111111111 1111111111111111111111111111111111111111111111111111111
111111111111111111111111111111 111111111111111111111111111111111111111111111111
11111111111111111111111 11 11 111111111111111111111111111111111111111111111111111
111111111111111111 11111 1 111 111111111111111111111111111111111111111111111111111
11111111111111111111111 111 1 111111111111111111111111111111111111111111111111111
111111111111111111111111 1 11 111111111111111111111111111111111111111111111111111
11111111111111111111 1 111 111111111111111111111111111111111111111111111111111111
111111111111111111111111 1 11 111111111111111111111111111111111111111111111111111
111111111111111111111111 111111111111111111111111111111111111111111111111111111
111111111111111111111111 1 1 1111111111111111111111111111111111111111111111111111
11111111111111111111 1111111111111111111111111111111111111111111111111111111111
111111111111111111111111 111111111111111111111111111111111111111111111111111111
11111111111111111111 111 1 111111111111111111111111111111111111111111111111111111
111111111111111111111111 111111111111111111111111111111111111111111111111111111
111111111111111111111111 1111111111111111111111111111111111111111111111111111
111111111111111111111 1 11 111111111111111111111111111111111111111111111111111111
111111111111111115111111 111111111111111111111111111111111111111111111111111111
111111111111111115111111111 111111111111111111111111111111111111111111111111111
111111111111111115111 1 11 111111111111111111111111111111111111111111111111111111
111111111111111111111 1 1 1111111111111111111111111111111111111111111111111111111
111111111111111111111111 1 11 111111111111111111111111111111111111111111111111111
111111111111111111111111 111111111111111111111111111111111111111111111111111111
111111111111111111111111 111111111111111111111111111111111111111111111111111111
111111111111111111 1 11 111111111111111111111111111111111111111111111111111111111
111111111111111111111111 11 1 111111111111111111111111111111111111111111111111111
111111111111111111111 111111111111111111111111111111111111111111111111111111111
111111111111111111111 11 1 111111111111111111111111111111111111111111111111111111
111111111111111111111 11 1 111111111111111111111111111111111111111111111111111111
111111111111111111 11 1 111111111111111111111555111111111111111111111111111111111
111111111111111111111 111111111111111111111555111111111111111111111111111111111
111111111111111111111 1 1 1111111111111111111111111111111111111111111111111111111
111111111111111111111 11 1 111111111111111111111111111111111111111111111111111111
111111111111111111 1 11 111111111111115555555111111111111111111111111111111111111
111111111111111111111111 1 11 111111115555555111111111111t111111t1111111111111111
111111111111111111111111 115511111115555555115511111111111111111111111111111111
111111111111111111111111 111111111115555555115511111111111111111111111111111111
111111111111111111111 1 11 111111111115555555115511111111111111111111111111111111
111111111111111111111 1 11 11 1 111111115555555115511111111111111111111111111111111
111111111111111111111111 111111111115555555111111111111111111111111111111111111
1111111111111111111111 1 1 111111111111111111111111111111111111111111111111111111
111111111111111111 11 1 111111111111111111111111111111111111111111111111111111111
111111111111111111111 11 1 111111111111111111111111111111111111111111111111111111
111111111111111111 11 1 111111111111111111111111111111111111111111111111111111111
_425s-
200.
100.
200.
200.
200.
1013.
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111114 111111111
1111111111111111111111111111111111111111111111111111111111111111fif111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111 /TV
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
11- 1111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111111111111111111111111111111111
(continued on next page)
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0 -15. 1 L1 bottom elev; L1 average thickness 15 feet
0 .00020 1 L1,2 LEAK: 0.0015 GPO /FT ^3
0 0.00012 1 L2 STORAGE: 0.00012
0 802.14 1 L2 TRANSMIS: 6000 GPD /FT
Water Table tranemissivity i hydraulic conductivity calculation:
44.56 ft /day 15 ft thick 668.4 ft ^2 /day 5000 gpd/ft
MODFLOW WELL PACKAGE
7 0
7 1 PRINT LIST FLAG: 1 PRINT
2 23 22 28648. 1.50 MGD FROM WELLFIELD
2 36 22 28648. FT "3/DAIf
2 36 29 28648. 28648 ft "V Ay PER WELL
2 35 37 28648. GPM PER WELL
2 45 49 28648.
2 52 57 28648.
2 29 27 28648. `f_-----
MOOFLOW EVAPOTRANSPIRATION PACKAGE
ET PACKAGE NOTES:
1 0
1 1 1
O 1.4686 land elevation
O 0.01127 wax et We
0 3. extinction depth
USING Hendry County maximum annual ET rate: 49.37 inches /year
(source: Table VIII -2., page VIII-4,
DRAFT Lover West Coast Water Supply Plan, January 1992, SFWMD)
MAX ET rate 49.37 inches /year 4.114 ft /year 0.01127 ft /day
Recharge 42 in/yr 60% 25.2 in/yr 2.1 ft /yr 0.005753 ft /day
Land elevation must be set to a value such that the initial water level
of 0.0 feet occurs at the recharge- evapotranspiration equilibrium meter
level depth (Deq).
Deq 1- (rch /ET) Dext
1- (0.005753/0.01127) 3
1.468 depth to RCN/ET equilibrium level
MODFLOY RECHARGE PACKAGE
1 0
1
0 0.005753 ft /DAY
42 =/YEAR 60% INFILTRATION 25.2 in/YR 2.10 ft /yr 0.045753 ft /d.y
r
MODIFLOW STRONGLY !LICIT PROCEDURE PACKAGE
500
1. .001 0 .01
NOOfLON OUTPUT CONTROL PACKAGE
9
0 9
p 0 0
O 1 0 99
0 0 0 0 TS 1
0 1 0
0 0 0
O T S
p 1
0
0 0 0 0 TS 3
p 1
0
0 0 0 0 TS
O 1 0 0
O 0 0 0 TS
p 1 0 0
0 0 G TS
0 1
O 0 0 is
0
0 1 0
O 0 0 0 TS
0
1 0 0
0
1 0 o TS 9
1 0 0
O 0 Ts 10
1
PROGRAM DUTPUT
U.S. GEOLOGICAL SURVEY MODULAR FINITE -DIFFERENCE GROUND -MATER MODEL
00REECNO6EE BEACH IMPACT MODEL 1.5 AMGD WITHDRAWAL SCENARIO
2 LAYERS 73 ROES 78 COLUMNS
1 STRESS PERIODI3) IN SIMULATION
MODEL TIME UNIT IS DAYS
01 /0 WITS:
ELEMENT I/O 1 UNIT: 11 12 3 4 15 6 7 10 19 10 11 12 13 1 0 10 16 17 1 0 1 0 20 21 22 23 24
OIAS1 BASIC MODEL PACKAGE. VERSION 1. 0/1/87 INPUT READ FROM UNIT 1
ARRAYS RMS AND BUFF WILL SHARE MEMORY.
START MEAD WILL BE SAVED
108345 ELEMENTS IN X ARRAY ARE USED BY 6A5
108345 ELEMENTS OF X ARRAY USED OUT Of 300000
O
SCP MS IENT CANTERED FLOW PACKAGE. VERSION 1. 9/1/87 INPUT READ FROM UNIT
LAVE! AQUIFER TYPE
1 1
2 0
22778 ELEMENTS IN X ARRAY ARE USED BY BCE
131123 ELEMENTS Of X ARRAY USED QUT Of 300000
0 1 WILL P KAAGGE VERSION 1. 9/1/87 INPUT READ FROM 12
28 ELEMENTS IN X ARRAY ARE USED FOR WELLS
131151 ELEMENTS Of X ARRAY USED OUT 00 300000
aT10N 1RECHARRG P RGE TO _VER 1. 9/1/87 INPUT READ FROM UNIT 18
1360"5 ELEMENTS Of X ARRAY USED DU Of 300000
O 1 EVAPmA IRAT IRATI AON raSIO�N 9/1/87 INPUT READ FROM UNIT
1 ELEMENTS Of X ARRAY UUSSEDD FOR EVAPOTRANSPIRATION OO fAP3T 70 00A 00 ►IRATION
OSIP1 snow IMPLICIT PROCEDURE SOLUTION PACKAGE. VERSION 1. 9/1/87 INPUT READ FROM
MAXIMUM Of 500 ITERATIONS ALLOWED FOR CLOSURE
5 ITERATION PARAMETERS
47557 ELEMENTS IN X ARRAY ARE USED BY SIP
01484 ELEMENTS Of X ARRAY USED OUT Of 300000
110REEOD6EE *EACH IMPACT MODEL BOUNDARY ARRAY
0 0 BOUNDARY ARRAY
*AQUIFER MEAD WILL BE SET TO 999.99 AT ALL NO -FLOW NODES (1BOUND00).
0 INITIAL MEAD 0.0000000E.00 FOR LAVER
0 INITIAL MEAD 0.0000000E400 FOR LAYER
°HEAD PRINT FORMAT 13 FORMAT NUMBER 9 OIAWDOWN PRINT FORMAT IS FORMAT NUMBER 9
*MEADS WILL BE SAVED ON UNIT 0 DRAROORNS WILL BE SAVED ON UNIT 99
000TPUT CONTROL IS SPECIFIED EVERY TIME STEP
0 COLUMN TO ROW ANISOTROPY 1.000000
0
0
1500.0 17300.
450.00 300.00
100.00 100.00
100.00 100.00
200.00 200.00
200.00 200.00
200.00 200.00
1319.0 2278.0
1500.0 17300.
430.00 300.00
100.00 100.00
100.00 100.00
200.00 200.00
100.00 100.00
200.00 300.00
11533. 17300.
O 1 0.20
0.20
0.20
0.20
O 2 0.20
0.20
0 0.2 20 0
O 3 0.20
0.20
0.20
0.20
O 4 0.20
0.2 0
O 5 0.20
0.2 0
O 6
0.20
0.20
0.20
O 7
0.20
0.20
0.20
O 8 0.20
0.20
0.20
0.20
O 9 0.20
0.20
0.20
0.20
O 10 0.20
0.20
0.20
O 11 0.2 0
0.20
0.2 0
0 12 0.20
0.20
0.2 0
0 13 0.20
0.20
0.20
O 14 0.20
0.20
0.20
O 15 0.20
0.20
0.20
0.20
O 16 0.20
0.20
0.20
1 2
21 22
41 42
61 62
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0 0.2 20 0
0.20
0 0.2 20 0
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.0
0.20
0.20
0.2 0
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.2 0
0.2
0.20
0 0.2 0 0
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
3
23
43
63
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0 0.2 0 0
0.0
0.20
0.2 0
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
0.2 0
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
4
24
44
64
0.20
0.20
0.20
0.20
0.20
0 0.2 20 0
0.20
0.20
0.20
0 0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.2 0
0.20
0.2
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
0.2 0
0.20
0.20
0.20
0.20
0.20
0 0.20
0.20
0.20
0.20
0 0.2 0 0
0.20
0.20
0.20
DELR WILL 6E READ ON WIT 11 USING FORMAT:
11533.
100.00
100.00
200.00
200.00
200.00
201
7689.0
200.00
100.00
100.00
200.0
511260
DELC WILL BE READ ON UNIT 11 USING FORMAT: (1008.0)
11533.
200.00
100.00
100.00
200.00
100.00
450.00
1500.0
5
25
45
65
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.2 0
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.2 0
0.2 0
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
0.2 0
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
7689.0
200.00
100.00
100.00
200.00
200.00
675.00
6 7
26 27
46 47
66 67
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0 0.2 0 0
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
0.0
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
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 0.2 20 0
0.20
O .20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.. 0
0.20
0.20
0.20
0.20
0.20
0.2 0
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
O .20
0.20
0.20
0.20
0.20
0.20
0.20
8
28
48
68
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
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
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
0.20
5126.0
200.00
100.00
100.00
100.00
76890
5126.0
200.00
100.00
100.00
200.00
200.00
1013.0
9 10
29 30
49 50
69 70
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.2 0
0.20
0.20
0.2 0
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
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
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0 0.20
0 0.2 0 0
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
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
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
3417.0
200.00
100.00
100.00
100.00
10
3417.0
200.00
100.00
100.00
200.00
200.00
1519.0
11
31
51
71
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0 0.2 20 0
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
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
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
12
32
52
72
0.20
0.20
0.20
0.20
0.2 0
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
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
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
15
t3
33
53
73
0.20
0.20
0.20
0.20
0.20
0.20
0 0.2 20 0
0 0.2 0 0
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
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
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
1.5 MOD WITHDRAWAL SCENARIO
1 FOR LAYER 1
1 FOR LAYER 2
2276.0
200.00
100.00
100.00
200.00
100.00
300.00
17300.
2278.0
200.00
100.00
100.00
200.00
200.00
2278.0
14
34
34
74
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
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
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
0.20
0.20
0.20
UNIT 19
15
35
55
75
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
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
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
0.20
0.20
0.20
(1018.0)
1519.0
100.00
100.00
200.00
100.00
450.00
1500.0
1519.0
200.00
100.00
100.00
200.00
200.00
3417.0
1
2
PRIMARY STORAGE COEF FOR LAYER 1 WILL RE READ ON UNIT 11 USING FORMAT: (7801.0)
16
36
56
76
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
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
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
0.20
0.20
17
37
57
77
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
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
0.2 0
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
0.20
0.20
0.20
0.20
0.20
1013.0
100.00
200.0
200.00
675.00
1013.0
100.00
200.00
200.00
200.00
5126.0
18
36
58
78
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
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
0.20
0.20
0.200
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
19
39
59
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.2 0
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
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
675.00
200.00
100.00
200.00
200.00
200.00
1013.0
675.00
200.00
100.00
200.00
100.00
76890
20
40
60
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
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
0.20
0.20
0.20
0.20
0.20
0.20
-1 A
44.56 44 56 44
44.56 44 56 44
O 27 44.56 44 56 44
44.6 44 6 44
44.56 44 56 44
44.56 44 56 44
44.6 44 56 44
44.56 44 6 44
44.56 44 56 44
O 26 44.56 44 56 44
44.56 44 56 56 44
44.56 44 56 44
44.56 44 x 44
44.56 44 Si 44
44.56 44 6 44
44.56 44 44
0 26 44.56 44 5 44
44.56 44 6 44
44.56 44 56 44
44.5i 44 44
44.56 44 5 44
44.56 44 Si 44
o 30 44.56 44 56 44
44.54 44 56 44
44.5 44 56 44
44.6 44 56 44
44.6 44 6 44
44.56 44 56 44
O 31 44.56 44 56 44
44.5 4456 44
44.56 44 44
44.56 44 S 44
44.36 44 56 44
44.56 44 6 44
44.56 44 Si 44
O 32 44.56 44 Si 44
44.56 44 56 44
44.36 44 56 44
44.56 44 6 44
44.36 44 6 44
O 33 444.56 4456 44
44.56 44 Si 44
44.56 44 56 44
44.56 44 36
44.56 44 56
44.56 44
o x 44.56 4456
44.6 44 Si
44.36 44 56
44.56 44 56
O 35 44.56 4 456
44.56 44 SG
44.6 44 6
44.6 44 6
44.56 44 56
44.56 44 56
44.56 44 56
0 36 44.56 4 4 4 56
44.56 44 56
44.56 44 Si
44.56 44 54
44.56 S6 44 56
44.56 44 56
O 37 44.56 44 Si
44.56 44 Si
44.56 44 Si 44.56
4.41145.04 4.41145.04 44.56
44.56 44.56 44.56
44.56 44.56 44.56
O 6 44.56 44.56 44.56
44.56 44.56 444.56
44.6 44.56 44.6
4.41145.04 4.41145.04 44.6
44.56 44.56 44.6
44.56 44.56 44.56
44.56 44.56 44.56
O 31 44.56 44.56 44.6
44.56 44.36 44.56
44.56 44.56 44.56
4.4114E.04 44.56 5.04 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
0 40 44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
4.41145.04 1145.04 44.56
44.56 44.56 44.56
44.56 44.56 44.6
44.56 44.56 44.56
0 41 44.56 44.56 44.56
44.36 44.56 44.56
44. 56 44.56 444.56
4.41145.04 4.41145.04 44.56
44.56 44.56 44.56
44.56 44.56 44.6
44.56 44.56 44.56
0 42 44.56 44.56 44.56
44.56 4 4.56 444.56
44.56 44.6 44.56
4.41145.04 4.41145.04 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
0 43 44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.6
44.56 44.56 44.56
4.41145.04 4.4114E.04 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
0 44 44.56 44.6 44.6
44.36 44.56 44.
44.36 44.36 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.36 44.56 44.6
44.56 44.56 44.56
44.56 44.6 44.56
0 45 44.56 44.56 44.56
44.56 44.6 44.56
44.56 44.56 44.56
44.56 44.56 44.56
56 4456 445
56 44 56 44 56
56 44 56 44 56
56 44 5 44 56
56 44 56 44 56
56 446 44 56
56 44 56 44 54
56 44 6 44 6
56 4456 4456
56
56 44 56 44 6 4436
Si 36 44 36 44 56 56 44 56
56
56 44 SG 44 56
56 44 6 44 6
56 4456 4 456
56 4 56 44 56
56 44 56 44 56
56
SG 44 56 4456 4456
Si 44 56 44 56
56 4456 4456
56 445 6 4456
5 6 4454 4456
56 4456 4456
54 44 56 44 Si
56 44 56 44 6
56 44 56 44 56
36 44 56 44 Si
56 4456 4456
56 4456 4456
56 44 36 44 56
56 4456 445
Si 4456 44
56 44 56 444
Si 4456 4456
4.41145.04 4.41141.04 4.41145.04 44.56
44.56 44.56 44 6 44.6
44 .6 44.6 44 56 44.56
Si 44.6 44.56 44 56 44.56
44.56 44.56 44 56 44.56
44.56 44.56 44 56 44.56
44.56 44.6 44 56 44.56
44 44 u 6 44
4.41145.04 4.41145.04 4.41145.04 44.36
44.6 44.56 44 56 44.56
44.56 44.56 44 56 44.56
44.56 44.56 44 56 44.56
44.56 44.6 44 36 44.6
44.56 44.56 44 6 44.56
44.56 44.56 44 44.56 44.56 44 36 44.56
44.56 44.56 44 56
44.56 44.56 44 56
44.56 44.56 44 56
44.56 44.56 44 56
44.56 44.56 44 6
44.5 44. 44.56 44 56
56 44 56
44.36 44.56 44 6
44.6 44.56 44 56
44.56 44.56 44 56
44.56 44.56 44 56
44.56 44 56
44.56 44 56
44.56 44 56
44.56 44 36
44.56 44 36
44.56 44 56
44.56 44 56
44.56 44 56
44.5 44 56
44.56 44 56 44.36
44.56 44 56 44.56
44.6 44 6 44.36
44.6 44 56 44.56
44.6 44 56 44
44.6 44 6 4.41145.04
44.56 4.41141.04 4.41145.04
44.56 44.56 44.36
44.56 44.56 44.36
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 4.41145.04
44.56 4.41145.04 4.41145.04
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 4.41145.04
44.6 4.41145.04 4.41145.04
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.36 44.56 44.56
44.56 44.56 4.41145.04
44.56 4.41145.04 4.41145.04
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 4.41145.04
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56
44.6 44.56 44.56
44.56 44.56
44.56 44.56
44.56 44.56
44.6 44.56
44.36 4456
44.56 44.56
44.3 6 44.56
44.5 6 44.56
44.56 44.56
44.56 44.56 44.56 44.6 44 6
44.56 44.56 44.36
44.56 44.56 44.56 44.56 44 56
44.36 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 14.56 44.56 44. x 44 54
44.56 41.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.36 44.36 44.56 44 56
44.56 44.36 44.56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 36
44.56 44.56 44.56 44.56 44 56
11.6 41.56 44.56 44.6 44 56
44.56 44.6 44.56 44.56 44 6
44.56 44.56 44.56 44.6 44 6
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56
44.56 44.6 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44 54 44 .54 44 Si
44.56 44.6 44.56 44.36 44 Si
11.6 44.56 44.5 44.6 44 56
44.6
44.56 44.56 44 56
44.6
44.56 4.56
44.56 44 56
44.56 44.56 44.36
44.56 44.56 44.36 44.56 44 36
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 6
44.36 44.56 44.56 44.6 44 6
44.56 44.5 44.56 44.56 44 56
44.56 44.56 44.56 44.6 44 Si
44.56 44.56 44.56 44.6 44 6
44.56 44.56 44.56
44.56 44.56 44.56 44.36 44 56
44.56 44.56 44.56 44.56 44 Si
44.56 44.56 44.36 44.56 44 6
44.56 44.56 44.56 44.36 44 56
44.56 44.56 44.6 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.6 44.56 44.36 44 6
44.56 44.56 44.56
44.56 44.36 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.6 44 6
44.56 44.6 44.56 44.6 44 56
44.56 44.56 44.56 44.56 44 36
44.56 44.36 44.6 44.56 44 56
44.36 44.56 44.56 44.56 44 6
44.56 44.56 44.36
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.36 44.56 44 x
44.56 44.56 44.56 44 56
44.56 44.36 44.56 44 56
44.56 44.56 44.56 44 56
44.56 44.56 44.56 44 56
44.56 44.56
44.56 44.56 44.36 44 56
44.36 44.56 44.56 44 56
44.56 44.56 44.56 44 56
44.36 44.56 44.56 44 56
44.56 44.56 44.56 44 x
44.56 44.56 44.56 44 56
44.56 44.56 44.56 41 36
44.56 44.56 44.56 44 56
44.56 44.56 44.56 44 56
44.56 44.56 44.56 44 56
44 Si 44.56 44.56 44.56 44 56
44.36 44.56 44.56 44.36 44 56
44.36 44.56 44.56 44.56 44 S6
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.36 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56
44.56 44.56 44.56 44.56 44 56
44.56 44.56 44.56 44.56 44 56
44.56 44 44.56 44 56
4.4114E.04 4.41 145.04 4.41 145.04 4.4114E+04 4.41145.04
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.36 44.56 44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
4.41145.04 4.4114E+04 4.41145.04 4.41145.04 4.41145.04
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.36
44.56 44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.36 44.56
44.56 44.56 44.56 44.56
4.41145.04 4.4114E.04 44.56 44.36
4.41141.04 4.41145.04 4.41145.04 4.41145.04
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
4.41145 .04 4.41145.04 4.41145.04 4.41145.04
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
4.41145.04 4.41145.04 4.41145.04 4.41145.04
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
4.41145.04 4.41145.04 4.41145.04 4.41145.04
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.36 44.56
4.41145.04 4.41145.04 4.41145.04 4.41145.04
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56
44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44.56 44.56 44.56 44.56 44.56
44
44
u
44
44
0 6S 44
44
44
44
44
44
44
44
0 66 44
44
44
44
u
44
44
44
0 67 44
44
44
44
44
44
0 60 44
44
44
u
44
44
44
069 44
44
44
44
44
44
44
0 70 44
44
44
44
44
44
44
0 71 44
44
44
44
44
44
44
0 72 44
44
44
44
44
44
0 73 44
44
44
44
44
44
44
0
0
0
0
0
0
0
1
s6
56
56
56
56
56
36
56
56
36
54
s6
56
56
56
56
s6
56
56
56
S6
56
56
56
56
56
56
56
56
56
56
56
56
Si
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
SG
56
56
56
56
56
56
56
56
56
56
44
u
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
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44
44
44
44
44
44
u
44
44
44
44
44
u
44
u
44
44
44
44
44
44
44
44
44
44
44
44
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44
44
-44
44
44
44
u
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
O 7 WELLS
56
5 56
56
56
56
S6
56
56
56
S6
56
Si
56
56
56
56
56
56
56
Si
Si
56
56
56
56
56
56
56
96
56
56
56
56
56
56
96
56
56
56
56
56
56
56
56
Si
56
56
56
56
56
56
56
56
56
56
56
56
56
56
4456 44
44 56 44
44 56 44
44 56 44
41 66 44
44 56 44
44 66 44
44 36 44
44 5 41
44 5 44
44 56 44
44 56 44
4456 44
44 4 5 44
44 56 44
44 S 44
44 56 44
4456 44
44 S6 44
44 56 56 44
4456 44
4456 44
4456 44
44 56 44
4456 44
4456 44
44 56 44
4456 44
4456 44
44 SG 44
4456 44
44 SG 44
4456 44
44 Si 44
44 Si 44
44 56 44
44 56 44
44 S4 44
44 54 44
44 56 44
4456 44
44 56 44
44 56 44
44 56 44
44 66 44
4456 44
44 56 44
44 56 44
44 56 44
4456 44
44 54 44
4456 44
44 Si 56 44
44 56 44
44 56 44
56
56
36
56
36
56
56
56
56
s
56
56
36
56
56
56
66
56
so
s6
56
s6
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
56
Si
56
56
56
56
56
56
56
44 56 44 56 44 56 44.56 44.56
44 66 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.54
44 56 44 56 44 56 44.56
44 56 44 56 44 36 44.56 44.56
44 56 44 56 44 36 44.56 44.36
44 56 44 56 44 56 44.56 44.56
44 56 44 36 44 56 44.56 44.56
41 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 4446 44.56 44.36
44 Si 44 36 56 44.56
44 56 44 56 44 36 44.56 44.56
44 56 44 56 44 36 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 516 44 56 44.56 44.36
44 36 44 56 44 96 44.56 44.56
44 36 41 56 4456 44.56 41.56
44 5 44 4 5566 44 4 5 44.5566 44 .56
4454 4456 4456 44 44.56
44 96 14 56 44 54 44.56 44 .56
44 56 44 56 44 Si 44.56 44.36
44 56 44 36 1456 44.56 44.
44 56 14 56 44 56 44.56 44.56
4456 44 56 44 56 44.56 44.56
44 56 4456 4456 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 54 4456 44.56 44.56
4456 4456 4456 44.94 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.54
44 36 44 56 44 56 44.56 44.96
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 Si 44 56 44 56 44.56 44.56
44 Si 44 56 44 Si 44.54 44.56
44 56 44 56 4456 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 14.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 54 44 S6 44 56 44.56 44.56
44 Si 44 56 44 56 44.56 44.56
44 56 44 36 44 36 44.56
44 56 44 56 44 56 44.56 44.56
44 Si 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 36 44.56 44.56
44 56 14 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 54 44 66 44 56 44.56
44 Si 44 56 44 56 44.56 44.36
44 56 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 44 Si 44 56 44.56 44.56
44 56 44 56 44 56 41.56 44.56
44 56 44 56 44 56 44.56 44.36
44 Si 44 56 14 56 44.56 44.56
44 56 44 56 44 56 44.56
44 Si 44 56 44 56 44.56 44.56
44 56 44 S6 14 56 44.56 44.56
44 56 44 36 44 36 44.56 44.56
44 56 44 56 41 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 36 44 56 44 56 44.56 44.56
44 56 44 56 44 56 44.56 44.56
44 56 u 56 44 56 44.56
BOTTOM 15.00000 FOR LAVER 1
VERT HOD COP, /THICKNESS 0.2000000E -03 FOR 1
PRIMARY STORAGE COEF 0.1200000E -03 FOR LAYER 2
TRANSMIS. ALONG ROWS 602.1400 FOR LAYER 2
SOLUTION BY THE STRONGLY IMPLICIT PROCEDURE
MAXIMUM ITERATIONS ALLOWED FOR CLOSURE S00
ACCELERATION PARAMETER 1.0000
HEAD CHANGE CRITERION FOR CLOSURE 0.10000E -02
SIP HEAD CHANGE PRINTOUT INTERVAL
5 ITERATION PARAMETERS CALCULATED FROM SPECIFIED W'SEED 0.01000000
0.0000000E+00 0.6837722E+00 0.9000000E+00 0.9663772E+00 0.9900000E+00
STRESS PERIOD P. 1. LENGTH 90.00000
NUMBER OF TIME STEPS 10
MULTIPLIER FOR DELT 1.300
INITIAL TIME STEP SIZE 2.111710
LAYER ROW COL STRESS RATE WELL P.
2 23 22 26646.
2 36 22 28648. 2
2 36 29 28648. 3
2 35 37 28648. 4
2 45 49 28648. 5
2 52 57 25646. 6
2 29 27 28646. 7
O RECHARGE 0.5753000E -02
0 ET SURFACE 1.468600
O EVAPOTRANSPIRATION RATE 0.1127000E -01
0
EXTINCTION DEPTH 3.000000
46 ITERATIONS FOR TIME STEP I IN STRESS PERIOD 1
OWAXIMRM HEAD CHANGE FOR EACH ITERATION:
0 NO. HEAD CHANGE LAYER.ROW.COL
1 -13.23 2. 52 57
2 -4.017 2. 51 56
1 7.4209 2. 3 26
S -11.38 2. 32 26
6 0.3637 2. 36 20
7 0.6156 2. 38 20
6 0.9674 2. 23 34
9 -1.696 2. 25 34
10 -3.501 2. 29 30
11 0.1160 2. 39 34
12 -0.1730 2. 36 36
13 -0.3601 2. 36 34
14 0.7499 2. 34 32
15 -1.514 2. 31 29
16 -0.4353E -01 2. 20 36
17 0.7774E -01 2. 38 21
16 0.1587 2. 31 29
19 0.3438 2. 32 29
20 0.6657 2. 29 31
21 0.2271E -01 2. 39 35
22 0.3477E -01 2. 36 37
23 0.7718E -01 2. 36 33
24 0.1394 2. 33 31
25 -0.3156 2. 31 29
26 0.9193E -02 2. 20 36
27 0.1646E -01 2. 36 21
28 -0.3393E -01 2. 31 29
44 56
4456
44 56
44 56
44 56
44 5
4456
44 56
44 56
4456
44 546
445
44 56
4456
44 56
4456
44 56
4456
4456
44 56
4456
44 56
4456
44 56
4456
44 56
4456
44 56
44 66
4456
44 56
44 56
44 Si
44 56
44 56
4456
44 56
44 S6
44 56
44 56
44 56
44 56
4456
44 66
4456
44 56
4456
44 56
29 0.7414E -01 2. 33. 29
30 0.1428 2. 29. 31
31 -0.4930E -02 2. 39. 35
32 0.7546E -02 2. 36. 37
33 0.1676E -01 2, 30, 33
34 -0.3457E -01 2. 33. 31
35 0.6838E -01 2. 31. 29
36 -0.1992E -02 2. 20, 36
37 0.3582E -02 2. 30. 21
38 -0.7376E -02 2. 31, 29
39 -0.1616E -01 2. 33. 29
40 -0.31001 -01 2. 21. 31
41 0.1079E -02 2. 39. 35
42 -0.1651E -02 2. 36, 37
43 -0.3667E -02 2. 30. 33
44 0.7357E -02 2. 33. 31
45 0.1494E -01 2. 32. 29
46 -0.4353E -03 2. 20 371
ONEAO /ORAWDOWN PRINTOUT FLAG 0 TOTAL BUDGET PRINTOUT FLAG 0
0OUTPUT FLAGS FOR ALL LAYERS ARE THE SAME:
HEAD DRAWDOWI4 HEAD DRAWDOWN
PRINTOUT PRINTOUT SAVE SAVE
1
31 ITERATIONS FOR TIME STEP 2 IN STRESS PERIOD 1
OMAXIMUM MEAD CHANGE FOR EACH ITERATION:
0 N0. HEAD CHANGE LAVER.ROW.COA
1 -0.6724E -01 2. 4S.
2 0.1153 2. 45. 49
3 -0.2148 2. 38. 22
4 -0.4282 2. 35. 26
5 -0.8876 2. 34, 28
6 0.2535E -01 2. 36. 10
7 -0.4427E -01 2. 31. 31
6 0.9685E -01 2, 30. 30
9 -0.2142 2, 31, 31
10 -0.4121 2. 29. 31
11 -0.1416E -01 2. 39. 35
12 -0.2183E -01 2. 36, 37
13 -0.4892E -01 2. 38. 33
14 -0.1021 2, 33, 71
15 0.2031 2, 32, 29
16 -0.5986E -02 2. 20. 36
17 -0.1072E -01 2, 38. 21
18 -0.2235E -01 2. 31, 30
19 -0.4943E -01 2. 33. 30
20 0.1577E -01 2. 30, 31
21 -0.3355E -02 2. 39. 35
22 -0.5150E -02 2. 36, 37
23 0.1146E -01 2. 38. 33
24 -0.2377E -01 2. 33. 32
25 -0.4747E -01 2, 32. 29
26 -0.1388E -02 2, 20. 37
27 -0.2500E -02 A 2. 38. 22
28 -0.5162E -02 1 2. 32. 29
29 -0.1146E -01 2. 33. 30
30 0.2220E -0f 2. 30. 31
31 0.7784E -03 2
OHEAD /ORAWDOWN PRINTOUT FLAG 0 TOTAL BUDGET PRINTOUT FLAG 0 CULL -BY -CELL FLOW TERM FLAG 0
OOlTPUT FLAGS FOR ALL LAYERS ARE THE SAME:
HEAD PRINTOUT P INTTO SAVE
E 't S
AVE
16 ITERATIONS FOR TIME STEP 0 3 IN STRESS PERIOD 1
OMAXIMU4M HEAD OUNCE FOR EACH ITERATION:
0 N0. HEAD OANGE LAVER.ROW.COL
1 0.7974E -01 1. 30.
2 0.3144E -01 1. 32. 27
3 -0.29268 -01 2. 43. 43
4 0.5074E -01 2. 41. 37
5 0.1085 2. 36. 28
6 -0.3576E -02 2. 36. 10
7 0.6144E -02 2. 38. 34
8 0.1315E -01 2. 30. 30
9 0.3035E -01 2. 31. 30
10 0.3889E -01 2. 29. 31
11 .0.2085E -02 2. 39. 34
12 0.3258E -02 2. 36. 37
13 0.7344E -02 2. 38. 33
14 .0.1362E -01 2. 33. 31
15 0.3149E -01 2, 32. 30
16 0.9278E -03 2. 20. 3 7.
0HEA0 /ORAWDOWN PRINTOUT FLAG 0 TOTAL BUDGET PRINTOUT FLAG 0 CELL -BV -CELL FLOW TERM FLAG 0
OOUTPUT FLAGS FOR ALL LAYERS ARE THE SAME:
HEAD DRAWDOWN HEAD ORAMDOWN
PRINTOUT PRINTOUT SAVE SAVE
11 ITERATIONS FOR TIME STEP 4 IN STRESS PERIOD 1
O AXIMUMI HEAD CHANGE FOR EACH ITERATION:
0 N0. HEAD CHANGE LAVER.ROW.CCL
1 0.8433E -01 1 32. 27
2 0.4171E -01 1. 32. 27
3 0.1078E -01 1. 32. 27
4 0.1702E -01 2, 34. 25
5 0.3568E -01 2. 33. 28
6 0.1097E -02 2. 20. 34
7 0.1931E -02 2. 31. 29
8 0.4277E -02 2. 29. 30
9 0.9789E -02 2. 32. 31
10 0.1905E -01 2. 29, 31
11 0.6838E -03 2. 39. 32
°HEAD /ORAROOWN PRINTOUT FLAG 0 TOTAL BUDGET PRINTOUT FLAG 0 CELL -BV -CELL FLOW TERM FLAG 0
°OUTPUT FLAGS FOR ALL LAVERS ARE THE SAME:
PRINTOUT 01A80 SPREAD DRA SAVE
0
11 ITERATIONS FOR TIME STEP 5 IN STRESS PERIOD 1
°MAXIMUM HEAD OANGE 801 EACH ITERATION:
0 N0. HEAD CHANGE LAVER.ROW,COL
1 0.8715E -01 1. 34. 20 w
2 0.5130E -01 1. 32. 27
3 0.1691E -01 1. 31, 27
4 0.1220E -01 2. 33. 25
5 0.2535E -01 2. 32. 27
6 0.1126E -02 1. 41. 43
7 0.1341E -02 2. 38. 21
8 0.2937E -02 2. 29. 29
9 -0.6678E -02 2. 31. 30
10 0.1307E -01 2. 29. 31
t 1 0.4860E -03 2. 39. 31
OHEAO /ORAWDOIN PRINTOUT FLAG 0 TOTAL BUDGET PRINTOUT FLAG 0 CELL -BY -CELL FLOW URA FLAG 0
°OUTPUT FLAGS FOR ALL LAVERS ARE THE SAME:
HEAD O1ABDOWN HEAD DRAWDOM4
PRINTOUT PRINTOUT SAVE SAVE
II 1TERATIO.6 FOR T STE 6 IN STRESS PER10D 1
°MAXIMUM HEAD CWUNGE FOR EACH ITERATION:
0 N0. HEAD CHANGE LAVER.ROW,COL
t -0.9619E-01 1. 39. 27
2 0.5669E -01 1. 32. 27
3 0.2431E -01 1. 31. 27
4 0.1286E -01 1 1. 42. 45
5 0.2300E -01 2. 32. 26
6 0.1766E -02 I 1. 42. 44
7 0.1216E -02 2. 29. 28
6 0.2679E -02 2. 29. 26
9 0.6097E -02 2. 31. 30
10 0.1193E -01 2. 29. 31
°HEAD /DRAWDO E
NPRINTOUT FLAG S
45 TOTAL BUDGET PRINTOUT FLAG 0
°OUTPUT FLAGS FOR ALL LAYERS ARE THE SAME:
CELL -BV -CELL FLOW TERM FLAG 0
CELL -8V -CELL 81OW TERM FLAG 0
HEAD ORAMOORN HEAD DRA80aq
PRINTOUT PRINTOUT SAVE SAVE
O 0 0
12 ITERATIONS FOR T111E STEP 7 IN STRESS PERIOD 1
06AXIsUr HEAD OUNCE FOR EACH ITERATION:
0 P. HEAD CHANGE LAVER.ROW.COL
1 0.1036 1. 39. 27
2 0.6231E -01 1. 32. 26
3 0.3131E -01 1. 31. 26
4 0.1458E -01 1. 42. 45
5 0.2333E -01 2. 32. 26
6 0.2726E -02 1. 42. 44
7 0.1246E -02 2. 29, 26
6 -0.2740E -02 2. 28. 28
9 0.6249E -02 2. 31, 30
10 0.1224E -01 2. 28. 31
11 0.1326E -02 1. 36. 45
1 -0.7705E -03 2. 34. 38
OHEAD /DRABOOWN PRINTOUT FLAG 0 TOTAL BUDGET PRINTOUT FLAG 0
OOUTPUIT FLAGS FOR ALL LAVERS ARE THE SAKE:
MEAD ORARDOWN HEAD 0RAr00MN
PRINTOUT PRINTOUT SAVE SAVE
O 1 0 0
12 ITERATIONS FOR TIME STEP 8 IN STRESS PERIOD 1
MAXIMUM HEAD CHANGE FOR EACH ITERATION:
0 AD. MEAD OIANGE LAYER.ROW.COL
1 0.1037 1. 39. 27
2 0.6123E -01 1. 32. 26
3 -0.3696E -01 1. 31. 26
4 -0.1566E -01 1. 42. 45
5 -0.2371E -01 2. 31. 25
6 -0.3742E-02 1. 42. 44
7 -0.1273E -02 2. 28. 28
6 -0.2797E -02 2. 28. 26
9 -0.6403E -02 2. 31. 30
10 -0.12556 -01 2. 28. 31
11 -0.19021 -02 1, 36, 45
1 -0.61861 -03 2, 34 38
°OUTPUT F FP LA ARE R0 THE S Aµ BUDGET PRINTOUT FLAG 0 CELL -8Y -CELL FLOW TERM FLAG 0
MEAD ORAROOMN HEAD ORAROONN
PRINTOUT PRINTOUT SAVE SAVE
---0 0
1 0
12 ITERATIONS FOR TIME STEP 9 IN STRESS PERIOD 1
MAXI/AUK HEAD CHANCE FOR EACH ITERATION:
0 N0. MEAD CHANGE LAYER.ROR.COL
1 0.9361E -01
2 0.3816E -01
3 0.3904E -01
4 -0.1594E -01
5 -0.2529E -01
6 -0.4616E -02
7 -0.1255E -02
8 -0.2758E -02
9 -0.6343E -02
10 -0.1291E -01
11 -0.2434E -02
1. 39. 27
1. 40. 27
1. 32. 26
1, 42. 45
1. 39. 45
1. 42. 44
2. 26. 28
2. 26. 26
2. 31. 30
1. 37. 42
1. 36. 45
OMEAD /DRA8OOII4 PRINTOUT 0 TOTAL BUDGET PRINTOUT FLAG 0 CELL -6Y -CELL FLOW TERM FLAG 0
OOUTPIJT FLAGS FOR ALL LAVERS ARE THE SAME:
MEAD ORAROOBIN HEAD ORAMOOINN
PRINTOUT PRINTOUT SAVE SAVE
O 1 0 0
12 ITERATIONS FOR TIME STEP 10 IN STRESS PERIOD I
MAXIMUM HEAD CHANGE FOR EACH ITERATION:
0 N0. HEAD CHANGE LAVER.ROT.COL
1 0.8112E -01 1. 39. 27
2 0.3322E -01 1. 40. 27
3 -0.37306 -01 1. 37. 27
4 0.1333E -01 1. 42. 45
5 0.2676E -01 1. 39. 45
6 0.5153E -02 1. 42. 44
7 0.1170E -02 2. 38, 42
8 -0.2567E -02 2. 27. 26
9 -0.5944E -02 2. 32. 31
10 -0.1458E -01 1. 37. 42
11 -0.2620E -02 1. 36. 45
DEAD /DRA110 M TOTAL BUDGET PRINTOUT FLAG 0 CELL -6V {ELL FLOW TERM FLAG 0
OOUTPEIT FLAGS FOR ALL LAVERS ARE THE SASE:
MEAD ORABDO N HEAD DRAMMEN
PRINTOUT PRINTOUT SAVE SAVE
0
1 ORAW00814 IN LAVER AT END OF TINE STEP 10 IN STRESS PERIOD 1
CELL -6V -CELL FLOW TERN FLAG, P0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
21 22 23 24 23 26 27 28 29 30 31 32 33 34 35 36 37 36 39 40
41 42 43 44 45 46 47 48 49 50 51 52 S3 S4 55 S6 57 K 59 60
61 62 63 64 65 66 67 66 69 70 71 72 73 74 75 76 77 76
0 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 8 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.05 0.05 0.05 0.05
0.05 0.05 0.05 0.05 0.05 0.05 0.0S 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.03 0.05 0.05 0.05 0.05 0.05
0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02
0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 9 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.04 0.06 0.07 0.07 0.08 0.08 0.09 0.09 0.09 0.09 0.10 0.10
0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.09 0.09
0.09 0.09 0.08 0.08 0.06 0.07 0.07 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04
0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 10 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.06 0.08 0.10 0.11 0.12 0.13 0.14 0.14 0.13 0.15 0.16 0.16
0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.13
0.14 0.13 0.13 0.12 0.12 0.11 0.10 0.10 0.09 0.09 0.06 0.08 0.07 0.07 0.06 0.06 0.06 0.06 0.05 0.05
0.05 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 11 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.04 0.07 0.10 0.13 0.15 0.16 0.17 0.19 0.20 0.21 0.22 0.22 0.23
0.23 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.23 0.23 0.23 0.22 0.22 0.22 0.21 0.21 0.20
0.19 0.18 0.17 0.16 0.15 0.14 0.14 0.13 0.12 0.11 0.10 0.10 0.09 0.08 0.08 0.08 0.07 0.07 0.07 0.06
0.06 0.05 0.05 0.05 0.04 0.04 0.04 0.03 0.02 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
o 12 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.04 0.08 0.12 0.15 0.16 0.20 0.21 0.23 0.24 0.26 0.27 0.28 0.29
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.28 0.28 0.27 0.27 0.26 0.24
0.23 0.22 0.21 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.10 0.10 0.09 0.09 0.09 0.08 0.08 0.07
0.07 0.06 0.06 0.05 0.05 0.05 0.04 0.04 0.03 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 13 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.04 0.09 0.13 0.17 0.20 0.22 0.24 0.26 0.28 0.30 0.31 0.33 0.34
0.35 0.35 0.35 0.36 0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.34 0.34 0.33 0.33 0.32 0.31 0.31 0.29 0.26
EXHIBIT 5
TABLE A
WELL NUMBER
PW -1
PW -2
PW -3
PW -4
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.)
Turbine
Turbine
Turbine
Turbine
INTAKE DEPTH (NGVD)
-66'
-80'
-92'
-82'
PUMP OR FLOW CAPACITY
(GPM AT FT OF HEAD
175
175
175
175
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
WELL NUMBER
*PW -5
PW -6
PW -7
1
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
PUMP MANUFACTURER AND
MODEL NUMBER
N/A
N/A
N/A
PUMP TYPE (CENTRIFUGAL,
JET, DEEP JET, TURBINE,
ETC.)
Turbine
Turbine
Turbine
INTAKE DEPTH (NGVD)
-77'
-82'
-77'
PUMP OR FLOW CAPACITY
(GPM AT FT OF HEAD
175
175
175
AT PSI)
ACTIVE (YES OR NO)
NO
N/A
N/A
YEAR DRILLED
1992
N/A
N/A
TYPE OF METER
N/A
N/A
N/A
TABLE A
DESCRIPTION OF WELLS'
PROPOSED PRODUCTION
Existing Test Production Well (TPW)
rt5
EXHIBIT 6
COVER LETTER TO THE OKEECHOBEE COUNTY
PUBLIC HEALTH UNIT AND THEIR RESPONSE
January 8, 1993
Suite 101
600 Sandtree Drive
Lake Park, Honda 33403
Mr. Joe Barletto
Director of Environmental Health
Okeechobee County Public Health Unit
1728 NW 9th Avenue
Okeechobee, Florida 34972
MISSIMER ASSOCIATES, INC.
Environmental and Groundwater Services
RE: OKEECHOBEE BEACH WATER ASSOCIATION, INC.
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
WATER USE PERNIIT APPLICATION
Dear Mr. Barletto:
xs wo«tt 1 -zsn.
:UC:.\ T IONS THRUUi.; 1OUT c.CUT -ERN UNITED TA i ES
(407) 775 -6612
Fax (407) 775-6615
Missimer Associates, Inc., has prepared a water use permit application for the referenced
Association. Per South Florida Water Management District request, we are asking that the
Okeechobee Beach Public Health Unit review the enclosed application to determine potential
impacts on public health by the proposed facilities.
Currently, seven production wells are proposed for the Association's water supply. Five wells
will be located at the main wellfield location. One additional well is proposed along the raw
water main and one well at the proposed water treatment plant. Locations are shown on Exhibits
2 and 4 of the application. The required minimum setback of 100 feet from all surface water
and 200 feet from residential septic fields has been observed for production -well placement.
Geologic, geophysical, and aquifer performance test data suggest significant confinement beneath
the proposed wellsites. Two clay layers separate the pumping zone from the surface. Very little I
response was seen in water -table wells during the aquifer performance test. Copies of geologic
and geophysical logs are included as Exhibit 6. Test results and impact analysis are included
in the application as Exhibits 7 and 8, respectively. The model output is included as Exhibit 9.
FEB 1
,��._A MISSIMER ASSOCIATES, INC
Environmental and Groundwater Services
January 8, 1993
Mr. Joe Barletto
Page 2
One test production well has been constructed in the southwestern corner of the main wellfield
site. Additional wells are proposed around the perimeter of the main wellfield site with a
minimum 25 -foot setback from the property boundary. We feel that due to the light residential
and agricultural use of the land, and the confinement between the pumped zone and the surface,
this represents adequate protection to the potable water supply.
We look forward to your review and comments. Please contact us if you have any questions.
Sincerely
?gte
Roger L. Robinet, P.G.
Project Hydrogeologist
RLR:rma
MS wmtyr1- 2371.sjb
FEB 1 1.q3
January 11, 1993
Roger L. Robinet, P.G.
Project Hydrogeologist
Missimer Associates, Inc.
600 sandtree Drive, Suite 101
Lake Park, Florida 33403
Dear Mr. Robinet:
oe Barletto, L.D.
Environmental Health Director
r.
STATE OF FLORIDA
DEPARTMENT OF HEALTH AND REHABIUTATIVE SERVICES
RE: Okeechobee Beach Water Association, Inc.
South Florida Water Management District
Water Use Permit Application
Our department has conducted an examination of the
information provided by your office concerning the above
matter. We do not believe that the plan as outlined will
have any detrimental impacts on public health.
If I can be of any further assistance please contact my at
(813) 763 -3419 ext. 261.
DISTRICT NINE, OKEECHOBEE COUNTY PUBLIC HEALTH UNIT
1728 NORTHWEST 9TH AVENUE OKEECHOBEE, FLORIDA 34972
813 763 -3419 FAX 813- 763 -5166 Sun Com. 721 -7250
LAWTON CHILES, GOVERNOR
FEB 1 1: