November 2, 1993,,TATE. CERT. CEI I. REA/
JACK CRAf1AN, MAI
MMNJtl
DANIEL K. DEICBAN, MAI
44444244 20001E PORT ST. LUCIE BOULEVARD, SUITEA
L suRL��o[4, JR... MAI PORT ST. LUCIE, FLORIDA 34932
0•11113 (407) 335 -1405 FAX 11(407) 335 -1423
P. E. ROCKWELL, TREAS.
November 2,1993
Mr. David J. Rivera, Finance Director
Okeechobee Board of County Commissioners
304 NW 2nd Street
Okeechobee, Florida 34972
Mr. John Drago, City Administrator
City of Okeechobee
55 SE Third Street
Okeechobee, Florida 34974 -2932
Re: Utility System Appraisal
Draft Asset List
Gentlemen:
DEIGHAN APPRAISAL ASSOCIATES, INC
REAL ESTATE ANALYSTS AND CONSULTANTS
REPLY TO:
PORT ST. LUCIE
NS EAST OCEAN IOULIIVARD
STUART, rLORwA 3 404
(447) 335.144S
74414ORTR TEDERAL HIGHWAY
THE HOYT CENTER SUM 241 A
NORTH PALM UAC1I, YL 31401
(4•7) 427-5957
Per the terms of our proposal, we have prepared the enclosed draft list of assets to be
appraised, which we have identified as being part of Okeechobee's water and wastewater
utility. At this time, we require both the City and County to review the lists and return
them to us with notes addressing such items as additions, deletions, modifications, or
general comments, and /or questions.
To assist your review of the list of utility assets, I offer the following explanatory
comments:
1. The list is segmented into three (3) categories: utility sites, utility plant, and utility
equipment
2. The utility site list identifies the sites, their size, and the interest to be appraised.
Reference documents include source references, area calculations, and location
sketches. Interests appraised and size breakouts are based upon current and
proposed site usage, with engineering input
3. The utility plant list, including distribution and collection systems, is segregated
into major components and their locations. Please review the summary location
maps as to your agreement of the areas served by the identified line locations.
Mr. David J Rivera, Finance Director
Mr. John Drago, City Administrator
November 2,1993
Page Two
Approximately 10 scattered areas on the wastewater system map have been
identified by the acting utilities director. These are not yet included in the list, but
files are to be reviewed.
4. The utility equipment list is separated into four sections:
a
b.
c
d.
Sincerely,
cc Chris Chinault
County Administrator
304 NW 2nd Street
Okeechobee, FL 34972
Daniel K Deighan, MAI
L. Burl Wilson, Jr., MAI
JC\TM310233.DOC
equipment considered an integral plant component;
other equipment, identified by its location;
equipment subsequently disposed of or mistakenly listed twice;
equipment enumerated in the city's inventory records, but not found.
These lists are based on our examination of finance records and inventory cards, our
interviews with supervisory staff, and our on -site inspections. Please review closely
for proper categorization, and any non -listed equipment items which you feel
should be added.
5. As supplies are typically expense items, no inventory of these materials has been
accomplished, nor is one anticipated as part of this appraisal. If you believe some of
these items should be included in the equipment or plant lists, these need to be
identified at this time.
Please mark up the draft originals with your comments or questions and return them to us.
We will revise the drafts and return them to you for your concurrence as to the descriptive
subject matter of the utility appraisal. Until we receive your comments, we will proceed
under the assumption that the lists are substantially complete, and that any omission or
inclusion [in error] is of a minor nature.
DEIGHAN APPRAISAL ASSOCIATES, INC.
Jack Crahan, MAI
Charles W. Harvey, Chairman
304 NW 2nd Street
Okeechobee, FL 34972
Skip Harvey
Williams, Hatfield Stoner, Inc
1948 SE Port St. Lucie Boulevard
Port St. Lucie, Florida 34952
James Kirk, Mayor
55 SE 3rd Avenue
Okeechobee, Florida 34974
CITY OF OKEECHOBEE LIFT STATION INVENTORY
WILLIAMS, HATFIELD STONER, INC.
NOVEMBER 1, 1993
DRAFT
Sewage Lift Location
Station Desi¢ nation Name Address
NE 1 ABC Liquor NE 6 Ave. Park St.
NE 2 Hwy. 70 MPH SE 10 Ave. Park St.
NE 3 River Run NE 8 Ave.
Connection SE SR 70 Brdg
NE 4 Hospital LS US 441 N 21 Ln.
NE 5 Okeechobee High School LS
(Private)
NE 6 Master Pump Station #2 US 441 N NW 23 St.
NW -1 LS US441 /NW5St.
NW 2 Taddy LS #5 NW 10 Ave. NW 5 St.
NW 3 Tanglewood NW 5 Ave. NW 10 -11 St.
NW -4 TaddyLS #6 NW10 Ave. /NW11 &12 St.
NW 5 Conners Highland Sub. NW 7 Ave. NW 14 St.
P.S. #4
NW 6 Conners Highland Sub. NW 7 Ave. NW 15 St.
P.S. #3
NW 7 Conners Highland Sub. NW 7 Ave. NW 16 St.
P.S. #2
NW 8 Conners Highland Sub. NW 7 Ave. NW 17 St.
P.S. #1
NW 9 Conners Highland Sub. NW 7 Ave. NW 15 St.
P.S. #7
NW 10 Conners Highland Sub. NW 7 Ave. NW 16 St.
P.S. #6
NW 11 Conners Highland Sub. NW 5 Ave. NW 17 St.
P.S. #5
NW 12 Industrial Park NW 9 Ave. Creek
3207LfTS.WP
3Z07LFTS.WP
NW 16 Elementary School
(Private)
NW 17 Recreational Center N of NW 23 Ln.
N of US 441 N
DRAFT
NW 13 HRS Bldg. NW 9 Ave. NW 21 Ln.
NW 14 Conners Highland Sub. NW 7 Ave. NW 21 Ln.
NW 15 Jr. High School LS NW 12 Ave. NW 23 Lane
(Private)
NW 18 Laundromat US 441 N
(Private)
NW 19 Seminole Elementary School
NW 20 Private NW 5 St NW 5 Ave
NW 20 Ed Rockey's MPH NW 46th
SW 1 LS SW 5 Ave. SW 3 -4 St.
SW 2 Carl's Cabinets SW 8 Ave. NW 2 St.
SW 3 Council for Aging
SW -4 TaddyLS #1 SW 10 Ave. SW 5 6 St.
SW 5 Taddy LS #3 SW 5 Ave. SW 11 St.
SW 6 LS A SW 10 Ave. SW 13 St.
SW 7 Porter Shopping Center SW 2 Ave. SW 17 St.
(Private)
SW -8 LSB SW 5 Ave. SW 20 St.
SW 9 Pizza Hut US 441 S SW 20 St.
Connection to SW 3 Ave.
SW 10 North Lake Business Park SW 3 Ave. SW 32 St.
SW 11 South Elementary School
(Private)
SW 12 Walmart Scotty's US 441 S
SW 13 McDonald's US 441 S
(Private)
3207LFTS.WP
DRAFT
SW 14 Seminole Cove MHP SW 3 Ave. SW 32 St.
SW 15 Leo Blair MHP SW 16 Ave. SW 78 St.
SE 1 Taddy LS #2 SE 8 Ave. Park St.
SE 2 Master Pump Station #1 SE 3 Ave. SE 7 St.
SE 3 Taylor Cove SE 2 Ave. SE 8 St.
SE 4 Taddy LS #1 SE 8 Dr. SE 10 St.
SE 5 Sun Plaza Shopping Cntr US 441 SW 9 10 St.
SE 6 Big Lake National Bank US 441 S SE 14 St.
SE 7 Town Center Apartments US 441 SE 19 St.
SE 8 K Mart U Save US 441 S
SE 9 Shopping Plaza US 441 S behind Burger King
SE 10 Heritage Place MHP US 441 S behind Taco Bell
CITY OF OKEECHOBEE FORCE MAIN INVENTORY
Williams, Hatfield Stoner, Inc.
November 1, 1993
INDEX DIAM /PIPE MATERIAL
SHEET 2'PVC 4' DIP 4'CIP 4'PVC 6'VCP 6'CIP 6'DIP 6'PVC 8'PVC 10'PVC 12' PVC
G21
H21
111
112
I15
121
J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
K13
K14
K15
K16
K17
K18
K19
K20
K21
K22
K23
L15
L16
L17
L18
L19
M12
M13
35
580 1450 1300
40 580 900 790 2590 1400
2570 2570
2990 2580
1280
220
2812
890
670
DRAFT
30 290
4760
1090
450
3650
2350
850 1410
1300
2500
1870
2600
1390 1650
2800
3340
2340 2490
2690
3400
SUBTOTAL 40 1535 580 2460 30 580 1930 27110 7160 13340 11920
TOTAL FEET FORCE MAIN 82635
CITY OF OKEECHOBEE SANITARY SEWER INVENTORY
Williams, Hatfield Stoner, Inc.
November 1, 1993
INDEX DIAM/PIPEMATERIAL 10'VCP
SHEET 4VCP 6"VCP 8'1/CP 8'PVC 10'VCP W /INSIT 10'PVC 12'PVC 12'VCP 15'VCP
G21
H21
111
112
115
121
J11
J12
J13
J14
J15
J16
J17
J18
J19
J20
J21
J22
K13
1(14
K15
K16
K17
K18
K19
no
1(21
1(22
K23
L15
L16
L17
L18
L19
M12
M13
M14
M15
M16
M17
M18
M20
2500
3747
DRAFT
4130 250
10320 2110 540
440 10186 1000 3000
4515 1160
498
3100
870 5510 200 740 940 6180
290 1680 5390 1600 250
130 2000 3530 1310 20 370
1781
1668
COMMENTS
880'
10910 790 980
1020 390 630 4980 630 1080 1810 4640! 2400'?
490 610 1110 1001
1
i
TOTAL FEET SANITARY SEWER 112695
540 450 1970
SUBTOTAL 1440 5430 11140 61795 4850 740 6280 15640 20 5360
1 of 2
18' PVC
150
2470
13330
15950
COMMENTS
3750' 6' MATL?
2650' 6' MATL?
490'
210'
280' 4' MATL 410' 6' MATL?
1270' 6' MATL 800' 3' MATL?
530' 6' MATL?
120'
110'
DRAFT
2 of 2
CfTY OF OKEECHOBEE WATER MAIN INVENTORY
Williams, Hatfield Stoner, Inc.
October 29, 1993
INDEX DIAM /PIPE MATERIAL
SHEET 1'PVC 1'GS 1 1 /2'PVC 1 1/2'GS 2'GS 2'CIP 21PVC 3'CIP 3'PVC 4 "GS 4'AC 41D1P 4'CIP
111
112
116
J11
J12
J13
J15
J16
K13
K14
K15
K16
L15
L16
L17
L18
M12
M13
M14
M16
M16
M17
M18
M20
N12
N13
N14
N16
N16
N17
N18
N19
N20
013
014
015
016
017
018
020
P14
P15
P16
P17
011
012
013
014
015
016
Q17
R13
R14
R15
R1b
S13
S14
S15
S16
S17
T15
T16
117
U15
U16
V15
V16
W15
W16
215
255
145
270* 100
285
340
TOTAL WATER MAIN 558507
1450
770
1 of 3
260
120 1484 535 1405
580 2102 2084
1430 540
1685 2660 160
895
680 580 850
285 6850 465 30 760
3311 1789 1135 695 210
190 4791 5028 375
1760 1620 770
2945 80 1390 540
1050 220 373
540 5440
3185 2195
6006 2335 1120 910
7335 1150 2693 3050
3095 2408
685 605 3465 880
3105
1715
4159 620
480 5602 3225 465
3831 2417 1523
210 65
4870
245 4565 1785
295 1331 1009
5170 915
2875
5490
85 175 4145 2282
255 1830 885 280 98
25 1710 3155 880
1565 1385 1235
1135
60 2080 210
975
1005 435 830
2050
430
300
610 630
150 290
320
370
100
845
1335
63
1080
830 160
SUBTOTAL 470 1105 920 1765 82528 1835 82922 2535 12351 30 3780 2348 6182
41PVC 8'AC 6'CIP 6'DIP 6'PVC 8 8'CIP 8'PVC 10'AC 10'CIP 0'PVC 10'DIP 12•CIP 12'3IP 12'PVC
765 4910
255 2075 3455
1370 3665
3950 3280
3984 180 2365 1990
1050 2059 810
1445 60 3685 2025
1540 840 3390 340 1680
1300 1850
1830
615 2830
50 4275
3290 3011 845
1720 4730 1533 1832
1425 2600
3025 655 1929
410
810 2490
1300 2020 4821
864 815 1300 4575 1275
695 2990 1250 100 4039 5950
1415 4390 1794 6117
480 1010 1210 175 95 1318 870 2260
2100 1105 85 455 75
1460
2050 2020 550
6885
5620 354 3724
3440 2341 1993
1030 2914
2030
2298
2625
975
1000
545
660
1110 2285 4975
5454 95 2245 150 450
860
290
3730
2025 2805
2080 2290
140 5033
200 120 328 3333 70 1145 495
1375
530 2020 3703
700
1175 1730 280 360
1905
680 1880 1145 475
5000 125
360 1139 140 1635 105 1840
420
1965 2030 4795 5015
520 2940 3725
75 1727
8160 2020 6023 115
1370
1685 325
420
42007 31813 48182 4477 99657 9700 16743 57817 1170 4312 0 545 990 15153 14670
2 of 3
1235
1630
8156
1595
1100 1055
2152
540 440
3408
3705
3770
1595
955 545 995
1915
1640
985
95 700
12 24'DIP
1860
950
1045
2020
2020
2020
2585
2810 9690
COMMENTS
79' ?diem, ?matl
PVC?
PVC?
820' 6" PVC?,"" 1410' PVC or CIP?
*924' PVC,CIP or DIP?. *200' 6" PVC?
DIP?
483' 3" PVC?
540' 3" PVC 880' 6" PVC?
*50' 2 "GS ?,300'GS 1080' 8 "CIP?
•2600' PVC?
*1100' PVC?
*395' GS?, 120' 2 "GS? ••285' 6 "CIP7 •••590' 8 "DIP? #55' 1"GS?
"210' 2'PVC, 320' PVC? **PVC? •••790' 2 425' GS? #1' GS? 8'DIP? 1 1/2 "GS?
*400' 2 "CIP 1120' PVC?. PVC 1500' 2 "GS?
690' PVC 175' CIP 975' 2 420' PVC? 150' 2 GS?
•455' PVC?
655' 2" MATL 135' 6" MATL?
*200' CIP?
*65' DIP?
•675' CIP 490' 2" MATL?
*1035' PVC 170' 1" MATL?
1000' 2" MATL?, 580' 4" MATL?
50'?
•375' MATL 380'
'895' 2 "PVC?
900' 2" MATL?
820' 2" MATL 530'
230'1' MATL 240'
160'
95' 1" MATL 370' 2" MATL7, 90' 3" MATL7, 360' 6" MATL7, 135' 8" MATL ?,2690' 10" MATL? 320'
1470'?
100' 4 "MATL 100'
DRAFT
3 of 3
d
Site
Future WTP Site
and Well Sites
Access Road to
future WTP Site
Downtown Water
Tower Site
South Water Tower
Site
Water Treatment
Plant Site
Maintenance Barn
Site
Abandoned Plant
Site
Existing Waste
Water Site
(Leased Land)
Miscellaneous
Pumping Stations
Sites
Line Easements
Interest
Fee simple
Surface
Easement
Surface and
Subsurface
Easements
Surface and
Subsurface
Easements
Fee Simple
Fee Simple
Surface and
Subsurface
Easements
Leasehold
Value of
Improvements
Only
None*
None*
82,976 square feet.
Includes Lots 1 -5
inclusive, lots 16 -20
inclusive, the east half
of lots 6 15, and the
alley between these
lots. (6)
175' X 260' or
45,500 square
feet (7)
N/A
Site Size
70 X 70 or
4,900 square feet
(3)
11.93 acres (5)
DRAFT
WTP -6.33 Acres. Well
Sites- 2720' x 350'=
21.85 Acres
Total 28.149 acres (1)
3,719.50' X 55'=
204,573 square feet
4.70 acres (2)
104.5'x 152.5' or 15,936
square feet (4)
The right to use land for lines and pumping stations will be paid
for in the franchise fee; therefore, the valuation will not include
an estimate of market value of the easements or the pumping
stations sites.
Site sizes are estimations because no surveys were furnished.
The sizes calculated were derived from the following sources:
(1) Site size on tax map and Ground Waster Treatment Plant Phase I
Site Plan furnished by Reese, Macon and Associates.
(2) Drawing of Groundwater Treatment Plant Phase I Site Access Road
provided by Reese, Macon and Associates.
(3) Tax Map.
(4) Plat Map.
(5) Tax Map
(6) Plat Map
(7) Plat map of Central Park, Tax Map of adjacent unplatted area,
aerial photo, and measurements taken at a recent site inspection.
�J
1.
3.
4.
5.
G.
7.
Plat of Deed Calls for: wtp
City Of Okeechobee Groundwater Treatment Plant Site
wtp
Scale 484 ft/in
North Shift: +0
East Shift +0
DMS Rotated: +000.0000
S89.2309W 3106.89
S32.3302W 50.86
C1 Left, Radius= 190
Bng= not given Dist= 107.67
Del= 59.0450 Len= 195.92
Tan= not given Rdl= not given
S27.3148E 933.43
N00.3651W 712.52
N89.2309E 2720
N00.3651W 350
AREA
Acres 28.149
Sq. Feet 1226187
1 Sq. Meters: 113916.4
Perimeter 8069.62
CLOSING ERROR
Bearing: S81.2222E
Feet 4.06
Meters 1.238
Precision: 1/1986
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