FLD02-04-09
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ENGINEERING REPORT IN SUPPORT OF A
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE PERMIT
STANDARD GENERAL PERMIT FOR MINOR SYSTEMS AND CITY
OF CLEARWATER DRAINAGE CONNECTION
FOR:
HOMELESS EMERGENCY PROJECT (SITE A and C)
SECTION 10, TOWNSHIP 29 E, RANGE 15 E AND 19 E
PINELLAS COUNTY, FLORIDA
May 21,2002
FILE COpy
S Ire A + C.
//ftf(
j#;. 0% z
f ~cL Claybrooke, PE
FL PE #51329
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LOCATION MAP
INTRODUCTION
TABLE OF CONTENTS
1
2
DESIGN CRITERIA
2
EXISTING CONDITIONS
2
PROPOSED CONDITIONS
CONCLUSION
APPENDICIES:
Appendix 1
Appendix 2
Appendix 3
Appendix 4
Appendix 5
Appendix 6
Appendix 7
Appendix 8
FIGURES:
Figure 1
Figure 2
Figure 3
\
2
3
SCS Soil Survey Information
Modified Rational Water Quality and Quantity
Calculations
Pond Volume Calculations
Weir Draw-down Analysis
Orifice Draw-down Analysis
Modret Draw-down Analysis
Proof of Ownership
Under Calculations for Pond 2
FEMA Flood Map
SCS Soil Map
Combined Site A, Band C Map
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INTRODUCTION
It is the intent of Everybody's Tabernacle Inc., leasser, and Homeless Emergency
Project, Inc., leasee to redevelop the existing out-reach sites located at 1212 North Betty
Lane, Site "A", and 1120 Fairburn Avenue, Site "C", located on two adjacent blocks in
the City of Clearwater Florida. Site "A" is approximately 1.0 acre and Site "C" is
approximately 2.01 acres. According to the FEMA Flood maps, the Site "A" is in flood'
zone AE, elevation 11, and Site "C" is in Flood Zone C as per Panel Number 125096
0008 D dated August 19, 1991, see Figure 1.
In addition, Homeless Emergency Project, Inc. will be redeveloping their site at 1215
North Betty Lane, Site "B". Given that Site "B" is owned by a H.E.P. the SWFWMD has
requested that the stormwater aspect of the project be divided into two submittals. Both
submittals, this one for Sites "A" and "C" and the submittal for Site "B" will be considered
Standard General Permits for Minor Systems by the water district. Please refer to Figure
3 of combined site master plan.
DESIGN CRITERIA
METHOD: Modified Rational Method
TREATMENT: Wet Detention Pond
WATER QUALITY: 1.0 inches over the site area
WATER QUANTITY: Wet Detention Pond, 24 hr / 25 yr pre versus post condition.
TAILWATER
CONDITIONS:
City Stormwater receiving location
DOWNSTREAM
BOUNDARY:
City of Clearwater Stormwater System
FLOOD PLAIN
MITIGATION;
No flood plain mitigation is proposed, given that the site is effected
by coastal flooding from Stevensons Creek, a coastal tributary.
EXISTING CONDITIONS
Site "A"
Site "A" is approximately 1.00 acres in size and currently has 15,814 square feet of
combined building area along with associated overhangs, patios and asphalt areas for a
total existing impervious area of 25,911 square feet. Stormwater in the current condition
sheet flows onto North Betty Lane with no previsions for water quality or quantity. Soils
on the site consist of Urban Land-Myakka complex (UM), see Figure 2 for SCS Soils
Map and Appendix 1 for soil data. Lastly, the site currently has no SWFWMD or City of
Clearwater drainage permits in place.
Site "e"
Site "C" is approximately 2.01 acres in size and currently has a 24,978 square foot
building on it with associated overhangs, patios and asphalt areas for a combined
existing impervious area of 45,026 square feet. Stormwater in the current condition
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sheet flows onto North Betty Lane with no previsions for water quality or quantity. Soils
on the site consist of Urban Land-Myakka complex (UM), see Figure 2 for SCS Soils
Map and Appendix 1 for soil data. Lastly, the site currently has no SWFWMD or City of
Clearwater drainage permits in place.
PROPOSED CONDITIONS
Site "A"
The proposed condition includes the construction of a 13,975 square foot building along
with its accompanying asphalt drive, parking and detention ponds for water quality and
quantity. The site stormwater system will be designed to encompass both SWFWMD
and City of Clearwater criteria. The detention ponds will provide treatment for 1.0 inches
of rainfall over the site area while maintaining 0.5 foot of free-board, see Appendix 2 for
Modified Rational, water quality and quantity calculations and Appendix 3 for pond
volume calculations. Pond 1 will be a wet detention pond that that will provide 1,713 c.f.
of treatment, with total recovery in 161 hours, and an attenuation volume of 2,385 c.f.,
see Appendix 4 for weir draw-down calculations and Appendix 5 for orifice draw-down
calculations. Outfall will be to the City of Clearwater Stormwater system at a right of way
grate inlet just north of the proposed Pond 1. Pond 2 will be a dry detention pond that
will treat 1,983 c.f. of stormwater and overflow access stormwater into Pond 1 through
as outfall structure, see Appendix 6 for Modret treatment draw-down data and Appendix
8 for Under-Drawn draw-down calculations. Modret will draw-down the treatment pond
in 29.9-hours without assistance from the under-drain and the under-drain will draw the
treatment volume down in 4-hours, the combination of these two treatment strategies will
more then meet the City of Clearwaters 24-hour draw-down criteria. The SHW elevation
for the site is tidally driven. The Mean High Tide to per the nearest tidal station at the
mouth of Stevensons Creek is 1.3 NGVD 29 with Low Tide at elevation -0.7 NGVD 29.
Given this data we have established a SHW elevation of 4.25 for pond 1, the easterly
most pond location, and 5.90 for pond 2, the westerly most pond location.
Site "e"
The proposed condition includes the removal of a 1,300 square foot trailer and 151
square foot accompanying ramp. The trailer area will be redeveloped with six parking
spaces with two green-islands. In addition, the existing one story medical facility on the
site will have an 816 square foot addition added onto its west edge. Consequently the
site will experience a net increase of 541 square feet of impervious area. Since the
stormwater receiving locations for both Site "A" and Site "C'" are the same stormwater
system, the additional stormwater quality and quantity values generated by 541 square
feet of additional area at Site "C" will be added to the pond system at Site "A", refer to
Modified Rational Calculations for the additional square footage.
CONCLUSION
The storm water management systems will be reviewed by the Southwest Florida Water
Management District and City of Clearwater. The stormwater management system will
be designed to meet the design criteria of both review agencies and have no adverse
impacts to the surrounding environment.
P:\Zzz2272\01 m\Docs\GovtSvcs\SWFWMD drainage report- Tritt.doc
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PINELLAS COUNTY, FLORIDA
23
any mapped area. (No capability or woodland classifica-
tion)
Urban land-M akka com lex Urn .-About 30 to 50
percent 0 t s comp ex IS ya a e sand, of which
15 to 30 percent has been modified by cutting, grading,
and shaping. About 25 to 40 percent of this complex is
Urban land that is covered with houses, industrial build-
ings, other structures, and pavement. Spoil materials
from drainage canals and from street excavations have
been used to fill low areas or spread on the surface of
other soils.
Included in mapping are small areas of Adamsville,
Astatula, and Immokalee soils that make up no more
than 15 percent of any mapped area. Small areas of Made
land and small areas more than 75 percent of which are
covered with urban facilities also are included. (N 0
capability or woodland classification)
Urban land-Pomello complex (Up).-About 25 to 55
percent of this complex is Pomello soils, of which 10 to
25 percent has been modified by cutting, grading, and
shaping. About 25 to 40 percent of this complex is Urban
land that is covered with houses, industrial buildings,
other structures, and pavement. Spoil material from
grading and leveling operations has been used to fiUlow
areas or has been spread over the surface of other soils.
Included in mapping are small areas of Astatula fine
sand, Immokalee fine sand, and Myakka fine sand that
make up no more than 15 percent of any mapped area.
As much as 75 percent of a few small areas is covered
with structures and pavement. (No capability or wood-
land classification)
Urban land-Wabasso complex (Uw).-About 35 to 55
percent of this complex: is Wabasso fine sand, of which
10 to 30 percent has been modified by cutting, grading,
and shaping. About 25 to 40 percent of this complex is
Urban land that is covered with houses, industrial build-
ings, other structures, and pavement. Spoil material
from drainage canals and from street grading has been
used to fiUlow areas or has been spread on the surface
of other soils.
Included in mapping are areas of Oldsmar fine sand
that make up as much as 15 percent of some mapped
areas, and small areas of Pinellas fine sand and Elred
fine sand that make up about 5 percent. (No capability
or woodland classification)
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Wabasso Series
TheWabasso series consists of nearly level, poorly
drained sandy soils that formed in beds of sandy and
loamy marine. sediments. These soils are on broad low
ridges in the flatwoods.
Typically, the surface layer is black fine sand about 5
inches thick. Below this is gray, loose, leached fine sand
about 22 inches thick. It has a few vertical streaks of
very dark gray along root channels. The next layer is
black, weakly cemented, very friable fine sand 5 inches
thick. Next is dark-brown, very friable fine sand that
contains fragments of black, weakly cemented fine sand.
This is underlain by dark grayish-brown fine sandy clay
loam mottled with olive brown; it is about 6 inches thick.
Below this is coarsely mottled dark-brown, olive-brown,
and grayish-brown fine sandy loam about 6 inches thick.
Light-gray sand mixed with shell fragments is between
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depths of about 50 inches and 62 inches. Reaction is very
strongly acid to a depth of about 27 inches, slightly aoid
between 27 and 32 inches, medium acid between 32 and
38 inches, slightly acid between 38 and 50 inches, and
mildly alkaline below this depth. The water table normally
is at a depth of about 25 roches.
Wabasso soils have low available water capacity, low
organic-matter content, and low natural fertility. Perme-
abIlity is rapid to a depth of 27 inches, moderate between
27 and 50 inches, and rapid below this depth.
Representative profile of Wabasso fine sand:
A1-0 to 5 inches, black (10YR 2/1) fine sand; weak, fine,
crumb structure; very friable; mixture of organic
matter and light-gray sand grains; many fine and
medium roots; very strongly acid; gradual, smooth
boundary.
A2-5 to 27 inches, gray (10YR 6/1) fine sand; single grain;
loose; few fine and medium roots; few vertical streaks
of very dark gray along root channels; very strongly
acid; clear, smooth boundary,
B2h-27 to 32 inches, black (5YR 2/1) fine sand; massive;
firm; weakly cemented, crushes easily with slight
pressure; sand grains well coated with organic matter;
many fine and medium roots; few gray streaks along
root channels; slightly acid; clear, smooth boundary.
B3 & Bh-32 to 38 inches, dark-brown (7.5YR 3/2) fine
sand; weak, fine, crumb structure; very friable; most
sand grains coated with organic matter; common fine
roots; weakly cemented; common fragments of black
(5 YR 2/1) along root channels; mediu m acid; gradual,
smooth boundary.
B'21t--38 to 44 inches, dark grayish-brown (10YR 4/2) fine
sandy clay loam; common, medium and coarse, dis-
tinct, olive-brown (2.5Y 4/4) mottles; moderate, medi-
um, subangular blocky structure; firm; many fine and
medium roots; sand grains are bridged and coated
with clay; slightly acid; abrupt, smooth boundary.
B'22t--44 to 50 inches, coarsely mottled, dark-brown (10YR
3/3), olive-brown (2.5 Y 4/4), and grayish-brown (2.5Y
5/2) fine sandy loam; weak, moderate, subangulal'
blocky structure; slightly sticky; common fine roots;
sand grains are bridged and coated with clay; slightly
acid; clear, wavy boundary.
nc-.-50 to 62 inches, light-gray (2.5Y 7/2) sand and shell
fragments; single grain; loose; mildly alkaline;
calcareous.
The Al horizon ranges from dark gray to black and is 4 to 7
inches thick. The A2 horizon is gray to light-gray sand or fine
sand and is 10 to 23 inches thick. Depth to the B2h horizon is 20
to 30 inches. This horizon is dark reddish-brown, dark-brown,
or black sand or fine sand and is 4 to 12 inches thick. The Bh
horizon ranges from slightly acid to very strongly acid. In many
places a B3 & Bh horizon, 4 to 6 inches thick, is below the Bh
horizon. It is dark-brown to dark grayish-brown sand and has
black, weakly cemented nodules of sand scattered through it.
The B'2t horizon occurs at depths of 29 to 40 inches. It is gray
to dark grayish-brown and brownish-yellow sandy loam or
sandy clay loam and is mottled with gray, olive, olive brown,
grayish brown, brownish yellow, and strong brown. The lower
part of the B'2t horizon is more strongly mottled and, in places,
contains carbonate along root channels and light-gray to white
secondary carbonate material. The B't horizon ranges from
medium acid to mildly alkaline. A no horizon of gray sand
mixed with shell fragments occurs below the B'2t horizon, com-
monly within a depth of 60 inches. In places the no horizon is
as much as 15 feet thick. The water table is within a depth of 10
inches for. 1 or 2 months during wet seasons. The rest of the
year it is at a depth of 10 to 40 inches.
The Wabasso soils mapped in Pinellas County have a B
horizon that is less acid than the range defined for the series.
This difference does not appreciably affect use or management.
Wabasso soils are associated with Astor, Elred, Felda, Mana-
tee, Myakka, Oldsmar, and Pompano soils. They are not so
poorly drained as Astor, Pompano, and Manatee soils. They
have a Bh horizon that is lacking in Elred, Felda, and Pompano
soils. They have a loamy Bt horizon that is lacking in Myakka
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38
Soil name and mapping
unit symbol
Flood hazard
Adamsville: Ad__________ Once in 20 to 50 years for 2 to
7 days.
Astatula:
AfB___________________ None________________________
AfC_____ ___ __ __ _____ _ - None_ _ _ n _ _ ___ _ _ _ _ _ _ __ __ _ ___
As____________________ None________________________
Astor:
Atun_____nn_____u Every year for 6 months or
more.
Au___un_______nnn Every year for 6 months or
more.
SOIL SURVEY
Depth to seasonal high water
table
Less than 10 inches for 1 or 2
mon ths.
More than SO inches all yeaL___
More than SO inches all yearun
From 40 to 60 inches for 6 to
12 months.
Less than 10 inches for 6
months or more.
Less than 10 inches for 6
months or more.
Charlotte: Chunnnn_ Every year for 1 to 6 months_u_ Less than 15 inches for 2 to 6
months.
Coastal beaches: Co_u___ Varies with tide____n_______u Varies with tide__________nn_
Elred: Ed_u_n__n_____ Oncein5to20yearsfor7to
30 days.
Felda:
Fd__h___U__u_u____ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 or 2
months.
Less than 10 inches for 2 to 6
months.
Fe_____nnun_______ Every year for 1 to 6 monthsn_ Less than 10 inches for 6 to 12
months.
Fellowship: Fh____nn__ Nonen____n______h_n___h Less than 10 inches for 1 or 2
months.
lmmokalee: Im____h____ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 or 2
month!3.
Made land: Ma, Md.
No valid estimates can
be made.
Manatee: Mn___Uh____ Every year for 1 to 6 months____ Less than 10 inches for 6 to 12
months.
Myakka: My________u_ Once in 5 to 20 years for 7 to
30 days. - -
Less than 10 inches for 1 to 4
months.
Okeechobee: Okn_h____ Every year for 6 to 12 monthsn Less than 10 inches for 6 to 12
months.
Oldsmar: Om____hn_h_ Once in 5 to 20 years for '1 to
30 days.
Orlando: Oruun_______ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 or 2
months.
See footnotes at end of table.
Palm Beach: Pa____n___ None_n__nnn_____________ From 40 to 60 inches for 6 to
12 months.
Less than 10 inches for 1 or 2
months.
TABLE 5.-Estimated engineering
[Absence of data means
Depth
from
surface
Inches
O-SO
O-so
O-SO
o-SO
0-26
26-S0
(1)
(1)
0-30
30-35
35-62
0-30
30-41
41-60
0-26
26-3S
38-62
0-11
11-23
23-70
0-36
36-50
50-SO
0-18
18-44
44-72
0-16
16-25
25-S4
0-26
26-55
0-34
34-44
44-65
0-16
16-S0
0-80
Classification
USDA
Fine sandn u_ _ __ _ _ _ ___
Fine sandn nn__ _ n _ n
Fine sandn _ __ ____ _ _ _ __
Fine sand h _ _ _ _ _ _ _ _ _ _ _ _
Fine sand _ _ _ _ _ _ _ _ u __ __
Fine sand_ _ ____u ___ ___
Fine sand _ _ _ _ _ _ u _ _ _ __ _
0-80
Fine sand __ _ _ n _ _ _ _ _ _ _ _
Fine sand, shell_ _ _ _ _ _ _ __
Fine sand_ _ _ __ _ u __ _ u_
Fine sandy loam_ _ _ _ _ ___
Sand, shelLun _ _ _ n _ _ __
Fine sandh _ _ n _ _ _ _ _ ___
Fine sandy loam, loamy
fine sand.
Shell, salldu__ _ _ _ _ _ _ _ _ __
Fine sand__________u__
Fine sandy loam, loamy
fine sand.
Shell___________________
Loamy fine sand_ _ _ _ _ _ _ _
Silty clay___u____u____
Clay_________~_________
Fine salld_nuu_______
Fine sand_ _ n n _ _ _ __ _ __
Fine sand_ _ _ _ _ _ _ _ _ _ _ _ __
Loamy fine sand_ _ _ _ _ _ __
Fine sandy loam_ u _ __ __
Fine sand _ _ _ _ _ _ _ _ _ _ _ _ _ _
Fine sandn______u____
Fine sand_ n _ _ _ _ _ _ u _ __
Fine sand_ _ _ _ _ n _ _ _ n __
Muck__________________
Peat___________________
Fine sand_ n h n __ _ u _ _
Fine sand_ _ _ _ _ _ _ _ _ _ _ u_
Fine sandy IOllffi_ _ _ _ _ _ __
Fine sand_ __ __ __ _ __ _ _ __
Fine sand___________u_
Sand, shelL__u _ _ _ _ u _ u
PINELLAS COUNTY, FLORIDA
39
properties oj the soils
no estimates were made]
Classifi cation-Continued Percentage Percentage passing sieve--
of coarse Available
fragments Permeability water Reaction Shrink-swell
more than 3 No.4 No. 10 No. 40 No. 200 capacity potential
Unified AASHO inches in (4.7 (2.0 (0.42 (0.074
diameter mm.) mm.) mm.) mm.)
In./hr. In./ln. of soil pH Low.
SP, SP-SM A-3 0 100 100 95-100 3-12 >20 <0.05 4. 5-5. 5
SP A-3 0 100 100 90-99 1-5 >20 <0.05 4. 5-6. 0 Low.
SP A-3 0 100 100 90-99 1-5 >20 <0.05 4. 5-6. 0 Low.
SP-Sl\1, SP A-3 0 100 100 85-99 2-12 >20 <0.05 4. 5-6. 0 Low.
Spc-SM A-2 0 100 100 90-99 5-12 6.3-20.0 >0.20 5. 6-6. 5 Low.
SP A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 6. 1-7. 8 Low.
SP, SM A-2 or A-3 0 100 100 85-99 5-12 (1) (1) (1) Variable.
Sp-SM, SP A-3 0 100 100 75-98 2-12 >20 <0.05 5. 6-8. 4 Low.
-------------- ------------ (1) (1) (1) (1) (1) >20 <0.05 ---------- Low.
SP A-3 0 100 100 90-99 1-5 6.3-20.0 0.05 5. 6-7. 8 Low.
SC, SM A-2-6, 0 100 100 90-99 12-30 0.63-2.0 O. 10-0. 15 6. 6-7. 3 Low.
A-2-4
GP, SP 1\,-3 5-10 40-80 35-70 30-65 1-5 6.3-20.0 <0.05 6. 1-7. 8 Low.
SP A-3 0 100 100 90-99 2-5 6. 3-20. 0 <0.05 5. 1-7.3 Low.
SM-Se, se A-2 0 100 100 90-99 15-35 O. 63-2. 0 O. 10-0. 15 6. 1-7. 8 Low.
GP-SP A-3 5-10 40-70 35-65 30-60 1-5 6. 3-20. 0 <0.05 7. 9-8. 4 Low.
SP A-3 0 100 100 90-99 2-5 6. 3-20. 0 <0.05 5. 1-7. 3 Low.
S1I1-Se, se A-2-4 0 100 100 90-99 15-35 O. 63-2. 0 O. 10-0. 15 6. 1-7. 8 Low.
GP A-3 5-10 40-70 35-65 30-60 1-5 6. 3-20. 0 <0.05 7.9-8.4 Low.
SP-SM A-2 0 100 100 90-99 5-12 O. 63-2. 0 0.05-0.10 4. 5-5. 5 Low.
CL, eH, se A-6, A-7 0 100 100 90-99 40-60 0.06-0.20 O. 10-0. 15 4. 5-5. 5 High.
CL,CH,SC A-6, A-7 0 100 100 95-99 40-85 <0.06 O. 10-0. 15 5. 1-6. 0 High.
SP . A-3 0 100 100 80-100 2-10 6.3-20.0 <0.05 4. 5-5. 5 Low.
SP-SM, S1\l A-3, A-2 0 100 100 80-100 5-20 O. 63-6. 3 O. 10-0. 15 4. 5-5. 5 Low.
SP A~3 0 100 100 80":100 2-10 6. 3-20. 0 <0.05 4. 5-5. 5 Low.
SP-8M A-2 0 100 100 90-99 5-12 2.0-6.3 >0.20 6. 1-7. 8 Low.
SC, SC-8M A-2-4 0 100 100 90-99 15-35 O. 63-2. 0 O. 10-0. 15 6. 1-7. 8 Low.
SP A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 6. 1-7. 8 Low.
SP, SP-SM A-3 J-{1A,t4.g 100 100 80-100 2-10 6. 3-20. 0 <0.05 4. 5-6. 5 Low.
SP-SJ\I, 8M A-3 100 100 80-100 5-20 O. 63-2. 0 O. 10-0. 15 4. 5-6. 5 Low.
SP-SM, SP A-3 100 100 80-100 2-10 6. 3-20. 0 <0.05 4. 5-6. 5 Low.
Pt ------------ 0 -------- -------- -------- -------- 6. 3-:20. 0 >0.20 5. 6-8. 4 High.2
Pt ------------ 0 -------- -------- -------- -------- 6. 3-20. 0 >0.20 5. 6-8. 4 High.2
SP A-3 0 100 100 90-99 2-5 6. 3-20. 0 <0.05 4. 5-5. 5 Low.
SP-SM, SM .. A-3 0 100 100 90-99 5-20 2.0-6.3 O. 05-0. 10 4. 5-6. 5 Low.
8M-SC, SC A-2-6 0 100 100 90-99 20-35 0.63-2.0 O. 10-0. 15 6. 1-8. 4 Low.
SP-SM A-3 0 100 100 90-99 5-12 >20 O. 10-0. 15 4. 5-5. 5 Low.
SP-SM A-3 0 100 100 90-99 5-12 >20 <0.05 4. 5-5. 5 Low.
SP, GP A-3, A-I 5-25 35-95 40-94 15-90 1-5 >20 <0.05 7. 4-8. 4 Low.
420-436--72----4
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SITE: POND HYDROLOGIC CALCULATIONS
Wade-Trim Project Number: ZZZ2272
Wade-Trim Project Name: HEP THRIFT STORE
Designed by: MR
Checked by: JRC
Date: 25-Apr-02
PRE-CONSTRUCTION CALCULATIONS: (25 year event)
TOTAL AREA:
Plus 541 s.f. from Site "C"
sq. ft
1.018 acres
IMPERVIOUS AREA: 11_1 sq. ft
Plus 541 s.f. from Site "C" 0.607 acres
POND/LAKE AREA:
PERVIOUS AREA:
C(=)
Q=CIA
sq.ft
0.000 acres
17906.40 sq. ft
0.411 acres
0.364
2.67 cfs
POST-CONSTRUCTION CALCULATIONS: (25 year event)
TOTAL AREA:
Plus 541 s.f. from Site "C"
IMPERVIOUS AREA:
Plus 541 s.t. from Site "C"
POND/LAKE AREA:
PERVIOUS AREA:
C(=)
Q=CIA
lIE sq. ft
1.018 acres
It.;t._. .111' ....11!f ...12,1'> sq. ft
.,!<" .....:..'~.. --.,.... ..,' . ~.. .
0.665 acres
sq.ft
0.023 acres
14412.00 sq. ft
0.331 acres
0.707
5.19 cfs
CONVERSION 43560 FT2 PER ACRE
RUNOFF
COEFFICIENTS
RUNOFF
COEFFICIENTS
RAINFALL
INTENSITY
in/hr
0.95
RAINFALL
INTENSITY
in/hr
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1 2 3 4 5 6 7
RAINFALL RAINFALL RAINFALL ACCUM. INFLOW OUTFLOW STORAGE
DURATION INTENSITY DURATION RAIN (AC-FT) (AC-FT) (AC-FT)
(MIN) (IN/HR) (HRS) (IN.)
10 8.5 0.17 1.42 0.085048 0.036739314 0.048309
15 7.32 0.25 1.83 0.109862 0.055108972 0.054753
30 5.43 0.50 2.72 0.162992 0.110217943 0.052774
45 4.41 0.75 3.31 0.198562 0.165326915 0.033236
60 3.73 1.00 3.73 0.223927 0.220435887 0.003491
75 3.25 1.25 4.06 0.243888 0.275544859 0
90 2.88 1.50 4.32 0.259347 0.33065383 0
105 2.59 1.75 4.53 0.272104 0.385762802 0
120 2.37 2.00 4.74 0.284561 0.440871774 0
150 2.04 2.50 5.10 0.306173 0.551089717 0
180 1.80 3.00 5.40 0.324184 0.661307661 0
240 1.48 4.00 5.92 0.355401 0.881743547 0
360 1.12 6.00 6.72 0.403429 1.322615321 0
480 0.92 8.00 7.36 0.44185 1 .763487095 0
720 0.70 12.00 8.40 0.504286 2.645230642 0
960 0.58 16.00 9.28 0.557116 3.526974189 0
1200 0.50 20.00 10.00 0.60034 4.408717737 0
1440 0.44 24.00 10.56 0.633959 5.290461284 0
STORAGE VOLUME REQUIRED:
POND TREATMENT VOLUME (1-inch):
Plus treatment for 541 s.f. from Site "C"
TOTAL VOLUME:
2,385 cu. Ft.
3,696 cu. Ft.
6,082 cu. Ft.
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Stage vs. Area Volume Computations
Wade-Trim Project Number: ZZZ2272
Wade-Trim Project Name: HEP THRIFT STORE
Designed by: MR
Checked by: JRC
Date: 25 April 02
Pond 1
Project Area =
Reqd. Treatment Depth =
Treatment Volume =
Required Storage =
Total Required Volume =
acres
inches
cf
cf
6,080 cf
Pond Pond Increament. Cumulative
Pond Stage Stage Area Volume Volume
ft. sf cf cf
Pond Bottom / SHW , - -
4.84 1,152 100 100
4.93 1,186 103 203
5.01 1,220 106 309
5.10 1,255 109 419
5.19 1,291 112 531
5.28 1,327 115 646
5.37 1,363 119 765
5.46 1 ,400 122 887
5.54 1,438 125 1,012
5.63 1,476 129 1,141
5.72 1,514 132 1,273
5.81 1,553 135 1 ,408
5.90 1,593 139 1,547
Treatment Elv. 6.0=1713 c.f. 5.99 1,633 142 1,689
6.07 1,673 146 1,835
6.16 1,714 149 1,984
6.25 1,755 153 2,137
6.34 1,797 157 2,294
6.43 1,840 160 2,454
6.51 1,883 164 2,619
6.60 1,926 168 2,787
6.69 1,970 172 2,959
6.78 2,015 176 3,134
6.87 2,059 180 3,314
6.96 2,105 184 3,498
7.04 2,151 188 3,686
7.13 2,197 192 3,877
DHW Elv. 7.23 7.22 2,244 196 4,073
7.31 2,292 200 4,273
7.40 2,339 204 4,478
7.49 2,388 209 4,686
7.57 2,437 213 4,899
7.66 2,486 217 5,116
Top of Bank " 222 5,338
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Stage vs. Area Volume Computations
Wade-Trim Project Number: llZ2272 Pond 2
Wade-Trim Project Name: HEP THRIFT STORE
Designed by: MR
Checked by: JRC
Date: 25 April 02
Project Area =
Reqd. Treatment Depth =
Treatment Volume =
Required Storage =
Total Required Volume =
acres
inches
cf
cf
6,080 cf
Pond Pond Increament. Cumulative
Pond Stage Stage Area Volume Volume
ft. sf cf cf
Pond Bottom / SHW ,
.. - -
8.71 921 53 53
8.77 951 55 108
8.83 982 57 165
8.89 1,013 59 224
8.94 1,044 60 284
9.00 1,076 62 347
9.06 1,108 64 411
9.12 1,141 66 477
9.18 1,175 68 545
9.24 1,208 70 615
9.30 1,243 72 688
9.36 1,277 74 762
9.41 1,313 76 838
9.47 1,348 78 916
9.53 1,384 80 996
9.59 1,421 83 1,079
9.65 1 ,458 85 1,164
9.71 1 ,496 87 1,251
9.77 1,534 89 1,340
9.83 1,573 91 1 ,431
9.89 1,612 94 1,525
9.94 1,651 96 1,621
10.00 1,691 98 1,719
10.06 1,732 101 1,820
10.12 1,773 103 1,923
DHW 10.15 = 1983 c.f. 10.18 1,814 105 2,028
10.24 1,856 108 2,136
10.30 1,898 110 2,247
10.36 1,941 113 2,359
10.41 1,985 115 2,475
10.47 2,029 118 2,593
10.53 2,073 121 2,714
10.59 2,118 123 2,837
Top of Bank 126 2,963
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Rectangular Weir Computations
Wade-Trim Project Number: zz.Z2272 Pond 1
Wade-Trim Project Name: HEP THRIFT STORE
Designed by: MR
Checked by: JRC
Date: 25-Apr-02
Rectangular Weir = Coef*length*head^1.5
Coefficient:
Weir Width: ft.
max head: 1.23 ft.
Weir Discharge Q=
2.61 cfs.
Pond Pond Increament. Cumulative Max incremental
Pond Stage Stage Area Volume Volume head Q
ft. sf cf cf value value
Weir elevation - - - -
6.06 1,666 102 102 0.06 0.00
6.12 1,695 103 205 0.12 0.04
6.18 1,724 105 310 0.18 0.10
6.25 1,753 107 417 0.25 0.18
6.31 1,782 109 526 0.31 0.27
6.37 1,811 110 636 0.37 0.37
6.43 1,841 112 748 0.43 0.48
6.49 1,871 114 863 0.49 0.60
6.55 1,901 116 979 0.55 0.73
6.62 1,932 118 1,097 0.61 0.86
6.68 1,963 120 1,216 0.68 1.01
6.74 1,994 122 1,338 0.74 1.16
6.80 2,025 124 1,461 0.80 1.32
6.86 2,056 125 1,587 0.86 1.49
6.92 2,088 127 1,714 0.92 1.66
6.98 2,120 129 1,844 0.98 1.84
7.05 2,152 131 1,975 1.05 2.02
7.11 2,184 133 2,108 1.11 2.21
7.17 2,217 135 2,244 1.17 2.41
Design High Water 137 2,381 1.23 2.61
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MODRET
SUMMARY OF UNSATURATED &. SATURATED INPUT PARAMETERS
PROJECT NAME: HEP Pond 2 for Tritt Store (Site A)
POLLUTION VOLUME RUNOFF DATA USED
UNSATURATED ANALYSIS INCLUDED
Pond Bottom Area 892.00 ft2
Pond Volume between Bottom & DHWL 1,983.00 ft3
Pond Length to Width Ratio (L/W) 1.00
Elevation of Effective Aquifer Base 1.30 ft
Elevation of Seasonal High Groundwater Table 5.90 ft
Elevation of Starting Water Level 8.65 ft
Elevation of Pond Bottom 8.65 ft
Is there overflow ? y
Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis 0.10
Unsaturated Vertical Hydraulic Conductivity 12.00 ft/d
Factor of Safety 2.00
Saturated Horizontal Hydraulic Conductivity 8.00 ft/d
Avg. Effective Storage Coefficient of Soil for Saturated Analysis 0.15
Avg. Effective Storage Coefficient of Pond/Exfiltration Trench 1.00
Hydraulic Control Features:
Top Bottom Left Right
Groundwater Control Features - Y IN N N N N
Distance to Edge of Pond 0.00 0.00 0.00 0.00
Elevation of Water Level 0.00 0.00 0.00 0.00
Impervious Barrier - Y IN I N N N N 0.00 I
Elevation of Barrier Bottom 0.00 0.00 0.00
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MODRET
ELEVATION VS OVERFLOW RELATIONSHIP
PROJECT NAME: HEP Pond 2 for Tritt Store (Site A)
Structure Type: BROAD CRESTED
Crest Elevation 10.15 ft
Crest Length 4.00 ft
Coefficient of Discharge 3.31
Weir Flow Exponent 1.50
Number of Contractions 0.00
Design High Water Level Elevation 10.15 ft
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MODRET
SUMMARY OF RESULTS
PROJECT NAME: HEP Pond 2 for Tritt Store (Site A) I
CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (ds) RATE (ds) (ft3)
00.00 - 0.00 5.900 0.000 *
0.00000
0.00 5.900 0.06710
0.06007
2.10 9.806 0.05305 0.00
0.02381
10.84 9.240 0.01874 0.00
0.01366
19.58 8.915 0.01170 0.00
0.00974
28.31 8.683 0.00870 0.00
0.00767
29.90 8.650 0.00702 0.00
0.00637
45.79 8.349 0.00591 0.00
0.00545
54.52 8.220 0.00510 0.00
0.00476
63.26 8.106 0.00446 0.00
0.00416
72.00 8.007 0.00
Maximum Water Elevation: 9.806 feet @ 2.10 hours
* Time increment when there is no runoff
Maximum Infiltration Rate: 3.926 ftjday
Recovery @ 29.901 hours
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01 H((:(jR01Nll _ '\
RtCV;- C) V
I)S 5~. ~\)
INT
This instrument was prepared by: / - FEE:>
PLEA8E RETURN TO: / ilCF -
MARTIN J. KAISER, ESQ. I I
695 Central Avenue, Suite 100 PIC
St Petersburg, FL 33701 REV
INST # 96-014154
JAN 17, 1996 8:00PM
Grantee #1 S.S. No:59-2729694
Grantee #2 8.8. No:
Properly Appraiser's
Parcel IdentifiClltion No:
10/29/15/69048/005/0160
TOTAlS6t.t. CD
Ree: 6.00
Doe: 550.20
Tot: 556.20
f--" $S'9:_~u.
lJo,cumenlwy 1 ax \J_" ~ .-intangible Tax Pd.
$---~-.... ...... r.k PlnellasCounty
Karlea e~, ...:.. Deputy Clerll
By. .. ......
OFF=~:~L~;S COUNTY FLA.
. 9222 PG 82;
WARRANTY DEED
(STATUTORY FORM - SECTION 689.02, F.S.)
This Indenture, made this liAr day of Janllliry, 1996, Between, LEON G. ATKINSON and
JERI L ATKINSON, Husband and Wife whose post office address is 10245 Gulf Boulevard, Treasure Island, of the
County of Pine lias, State of Florida, 33706 grantor*, and, HOMELESS EMERGENCY PROJECT, INC., a Florida
Corporation, Not for Profit, whose post office address is ll20 North Betty Lane, Clearwater, of the County of
Pinellas, State of Florida, 34615 grantee*,
Witnessetbthat said grantor, for and in consideration of the swn of SEVENTY EIGHT THOUSAND SIX
HUNDRED AND 00/100 DOLLARS, and other good and valuable consideration to said grantor in hand paid by said
grantee, the receipt whereofis hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's
heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida, to-wit:
Lot 16, Block E, PINEBROOK SUBDIVISION UNIT NO.2, according to the map or plat
thereof as recorded in Plat Book 23, Page 71, ofthe Public Records of Pine lIas County, Florida.
SUBJECT to Advalorem Real Property Taxes for 1996.
SUBJECT to easements, restrictions and covenants of records.
and said grantor does fully warrant the title to said land, and will defend the same against lawful claims of all person
whomsoever.
*"Grantor" and "Grantee" are-used for singular or plural, as context requires.
In Witness Whereof, grantor has hereunto set. grantor's hand and seal the day and year first above written.
(~ ~'~';)--(Seal)
Grantor
Printed name: LEON G. ATKINSON
.~ ..f,.~~)
rin:;~ name: JERI L. ATKINSON
9L036508TCS 01-17-1996 16:16:58
01 OED-HOMELESS EMERGENCY PROJECT I
1 $6.00
STATE OF FLORIDA RECOROING DR219 3 $550.20
COUNTY OF PINELLAS DOC 8T AMP - ________
tHE FOREGOING INSTRUMENT was acknowledged before me this ~~
and ,Jeri L. AtpnsoY; who are peraonally known to
- FJ..A ~ I ".., AI C u as id~tion.
(SEAL ~ t
..~.. MARTIN J. KAISER
i t Notary Public, State of Florida
. My Comm. ExplresAug. 23,1999
- ~ No. CC477615
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"."-"
LEASE
,~
TillS LEASE MADE TInS FIRST DAY OF JANUARY, 1997 BY ANDBET\l1EEN'"
EVERYBODY'S TABERNACLE INC. HEREIN CALLED A LESSORAND
HOMELESS EMERGENCY PROJECT, INC., HEREIN REFERRED TO AS' .
LESSEE. .
WITNESSETH THAT IN CONSIDERATION OF; THE COVENANI'S'HEREIN
CONTAINED,ON; THE PART OF THE LESSEE TO BE KEPT AND.
PERFORMED, THE SAID LESSOR DOES HEREBY LEASE TO THE SAID
LESSEE THE. FOLLOWING DESCRIBED PROPERTY:
Lots.l,2,3;4,10,11,& 12 of Block of Fairburn Subdivision according to map or plat thereof as
recorded in plot book9, page 97 of Pinellas County Florida.
Parcel LD. Numbers: 102915265500030100
102915265500030040
102915265500030010
102915265500030030
API( 2 2
.'. f. -. 2002
,~/ I::> 't' li}j~1.
:<Jj
TOHAVE.ANIlTOHOWTHESAMEFORTHETEBMOF15YEARS . ... .
. .. .. _ ,'~" .___ .0. "'__'_"_:_..,,;,-:,-.; ;;,,_<,.,".,;_,C "'o:!.:'"'_,..,,.:,' -,;; ':"'_:: :''':::''':,'--'_:.: '.-_O:"_:'--,>':_'~:':',:-" ..
C()MMENC~(i.ON'I~.A.aY;l,:i~~!.AN:l> ~IR.IN'(iQ~Il\l'TU.A1tYl~'2012 FOR
~~~31~~~4~~:t~?~~nr~Y .
I1SSEE.~~i&sEmS.THiT.lt I$~ Ndr~J?~oirI'I':~QRPORAfIbNAW>>dLLY
SEttJLAifENTtrY~'ANDA.GREES;THAT'IN CONNEctiON WITH THE
PR9~cr:
'~,:,:-_:'-'-'" :'_ -' _,.- ..'.-<, .', ,"::.:,:. :.",,:i ""',.;'-:"",,' ",.<,:.,,' "'.'-0""'-" ,,' ,"" '.>.,,/','/ ,"':',.,><: ,:"
THATTHETEJTh{~ANDCONDITIONS()F''tHIS.tEASESBAI.;L
.INCORPORATE ALL'OFTHE'TERMS;AND1CONDITtO:NS CONTAINED'IN
THE SUPPO!lTIVE HOUSING PROGRAM- TEMPORARY PROJECT.
EVERYBODY'S TABERNACLE, INC..
.B.. Y:. B. R. Y..ANT..D...'A.......c~.s s"..PP..,~RESSIJ:)ID...... E.....NT.... ....
t;~~~......
SEAL
HOMELESS EMERGENCY PROJECT,INC
BY: OTIS C. GREEN
@1!:J~,.~.
SE4\L
!?
ATl."EsT:
'ATl:EST:
r2t, ~-'-. .. _ fY R /. l' ') ,;
_J
.
/L
A.._ ....
...,
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Everybody's Tabernacle, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of Everybody's
Tabernacle Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002. ,~~~ >-(
Bryant avis
President
Everybody's Tabernacle, Inc.
Aa ,1;cw~
Dana Slaughter
Secretary
Everybody's Tabernacle, Inc.
Seal
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Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of the Homeless
Emergency Project, Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002.
tf9ltUt~_
Dian J oIm on
Secretary
Homeless Emergency Project, Inc.
Seal
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ENGINEERING REPORT IN SUPPORT OF A
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE PERMIT
STANDARD GENERAL PERMIT FOR MINOR SYSTEMS AND CITY
OF CLEARWATER DRAINAGE CONNECTION
FOR:
HOMELESS EMERGENCY PROJECT (SITE B)
SECTION 10, TOWNSHIP 29 E, RANGE 15 E AND 19 E
PINELLAS COUNTY, FLORIDA
May 21,2002
FILE COpy
SITE 8
FLP DZ-()f.O'
J. Richard Claybrooke, P.E.
FL PE #51329
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TABLE OF CONTENTS
LOCATION MAP
1
INTRODUCTION
2
DESIGN CRITERIA
2
EXISTING CONDITIONS
2
PROPOSED CONDITIONS
2
CONCLUSION
3
APPENDICIES:
Appendix 1
Appendix 2
,Appendix 3
Appendix 4
SCS Soil Survey Information
Pond Volume Calculations
Modret Draw-down Analysis
Proof of Ownership
FIGURES:
Figure 1
Figure 2
Figure 3
FEMA Flood Map
SCS Soil Map
Combined Site A, Band C Map
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INTRODUCTION
It is the intent of Homeless Emergency Project, Inc to redevelop their existing Thrift
Store Site at 1215 North Betty Lane, Clearwater Florida. This location, SITE "B", is
approximately .35 acres in size and located on the west side of Betty Lane, just south of
Stevensons Creek. According the FEMA Flood maps, the site is in flood zone AE,
elevation 11, per Panel Number 125096 0008 D dated August 19, 1991, see Figure 1.
In addition, it is the intent of H.E.P. in conjunction with Everbody's Tabernacle, Inc. to
redevelop the existing out-reach sites located at 1212 North Betty Lane, Site "A", and
1120 Fairburn Avenue, Site "C". Give that Site "B" is owned by a H.E.P. while Sites "A"
and "C" are owned by Everybody's Tabernacle the SWFWMD has requested that the
stormwater aspect of the project be divided into two submittals. Both submittals, this
one for Sites "B" and the submittal for Sites "A" and "C" are considered Standard
General Permits for Minor Systems by the water district. Please refer to Figure 3 for
combined site master plan.
DESIGN CRITERIA
METHOD: Modified Rational Method
TREATMENT: Dry Detention Pond
WATER QUALITY: 0.5 inches over the site area
WATER QUANTITY: Not Applicable
TAl LWATER
CONDITIONS:
Stevensons Creek Mean High Tide Elevation 1.3 ft NGVD
DOWNSTREAM
BOUNDARY:
Stevensons Creek - Tidally Influenced waterway
FLOOD PLAI N
MITIGATION:
No flood plain mitigation is proposed, given that the site is effected
by coastal flooding from Steven sons Creek, a coastal tributary.
EXISTING CONDITIONS
Site "B" is approximately .35 acres in size and currently has a 4,025 square foot building
on it with associated overhangs, patios and asphalt areas for a combined existing
impervious area of 5,148 square feet. Stormwater in the current condition sheet flows
into Stevensons Creek with no previsions for water quality or quantity. Soils on the site
consist of Urban Land-Myakka complex (UM), see Figure 2 for SCS Soils Map and
Appendix 1 for soil data. Lastly, the site currently has no SWFWMD or City of
Clearwater drainage permits in place.
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PROPOSED CONDITIONS
The proposed condition includes the construction of an 8-unit residential shelter on stem
walls along with its accompanying asphalt drive, parking and dry detention pond for
water quality. The site stormwater system will be designed to encompass both
SWFWMD and City of Clearwater criteria. The two dry detention ponds will provide a
combined treatment volumeof940 c.f., well in access of the 635 c.f. needed for 0.5
inches of rainfall over the site area. In addition both ponds will maintaining 0.5 foot of
free-board during the storm event peak, see Appendix 2 for pond volume calculations.
The SHW elevation for the site is tidally driven. The Mean High Tide to per the nearest
tidal station at the mouth of Stevensons Creek is 1.3 NGVD 29 with Low Tide at
elevation -0.7 NGVD 29. Given this data we have established a SHW elevation of 3.0
for pond 1, the westerly most pond location, and 2 for pond 2, the easterly most pond
location. Based on this information pond 1 will recover in 20.9 hours and pond 2 will
recover in 11.5 hours, see appendix 3 for Modret draw-down analysis for both pond
locations.
CONCLUSION
The storm water management systems will be reviewed by the Southwest Florida Water
Management District and City of Clearwater. The stormwater management system will
be designed to meet the design criteria of both review agencies and have no adverse
impacts to the surrounding environment.
P:\Zzz2272\01 m\Docs\GovtSvcs\SWFWMD drainage reportapartment.doc
~i
PINELLAS COUNTY, FLORIDA
23
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any mapped area. (No capability or woodland classifica-
tion)
Urban land-Myakka coml!.lex ~m}.-About 30 to 50
percent of this complex IS Mya a. line sand, of which
15 to 30 percent has been modified by cutting, gradin~,
and shaping. About 25 to 40 percent of this complex IS
Urban land that is covered with houses, industrial build-
ings, other structures, and pavement. Spoil materials
from drainage canals and from street excavations have
been used to fill low areas or spread on the surface of
other soils.
Included in mapping are small areas of Adamsville,
Astatula, and Immokalee soils that make up no more
than 15 percent of any mapped area. Small areas of Made
land and small areas more than 75 percent of which are
covered with urban facilities also are included. (No
capability or woodland classification)
Urban land-Pomello complex (Up).-About 25 to 55
percent of this complex is Pamella soils, of which 10 to
25 percent has been modified by cutting, grading, and
shaping. About 25 to 40 percent of this complex is Urban
land that is covered with houses, industrIal buildings,
other structures, and pavement. Spoil material from
grading and leveling operations has been used to fill low
areas or has been spread over the surface of other soils.
Included in mapping are small areas of Astatula fine
sand, Immokalee fine sand, and Myakka fine sand that
make up no more than 15 percent of any mapped area.
As much as 75 percent of a few small areas is covered
with structures and pavement. (No capability or wood-
land classification)
Urban land-Wabasso complex (Uw).-About35 to 55
percent of this complex is Wabasso fine sand, of which
10 to 30 percent has been modified by cutting, grading,
and shaping. About 25 to 40 percent of this complex is
Urban land that is covered with houses, industrial build-
ings, other structures, and pavement. Spoil material
from drainage canals and from street grading has been
used to fill low areas or has been spread on the surface
of other soils.
Included in mapping are areas of Oldsmar fine sand
that make up as much as 15 percent of some mapped
areas, and small areas of Pinellas fine sand and Elred
fine sand that make up about 5 percent. (No capability
or woodland classification)
11
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Wabasso Series
TheWabasso series consists of nearly level, poorly
drained sandy soils that formed in beds of sandy and
loamy marine. sediments. These soils are on broad low
ridges in the flatwoods.
Typically, the surface layer is black fine sand about 5
inches thick. Below this is gray, loose, leached fine sand
about 22 inches thick. It has a few vertical streaks of
very dark gray along root channels. The next layer is
black, weakly cemented, very friable fine sand 5 inches
thick. Next is dark-brown, very friable fine sand that
contains fragments of black, weakly cemented fine sand.
This is underlain by dark grayish-brown fine sandy clay
loam mottled with olive brown; it is about 6 inches thick.
Below this is coarsely mottled dark-brown, olive-brown,
and grayish-brown fine sandy loam about 6 inches thick.
Light-gray sand mixed with shell fragments is between
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depths of about 50 inches and 62 inches. Reaction is very
strongly acid to a depth of about 27 inches, slightly acid
between 27 and 32 inches, medium acid between 32 and
38 inches, slightly acid between 38 and 50 inches, and
mildly alkaline below this depth. The water table normally
is at a depth of about 25 111ches.
Wabasso soils have low available water capacity, low
organic-matter content, and low natural fertility. Perme-
abIlity is rapid to a depth of 27 inches, moderate between
27 and 50 inches, and rapid below this depth.
Representative profile of Wabasso fine sand:
AI-0 to S inches, black (10YR 2/1) fine sand; weak, fine,
crumb structure; very friable; mixture of organic
matter and light-gray sand grains; many fine and
medium roots; very strongly acid; gradual, smooth
boundary.
A2-S to 27 inches, gray (10YR 6(1) fine sand; single grain;
loose; few fine and medium roots; few vertical streaks
of very dark gray along root channels; very strongly
acid; clear, smooth boundary
B2h-27 to 32 inches, black (SYR 2/1) fine sand; massive;
firm; weakly cemented, crushes easily with slight
pressure; sand grains well coated with organic matter;
many fine and medium roots; few gray streaks along
root channels; slightly acid; clear, smooth boundary.
B3 & Bh-32 to 38 inches, dark-brown (7.SYR 3(2) fine
sand; weak, fine, crumb structure; very friable; most
sand grains coated with organic matter; common fine
roots; weakly cemented; common fragments of black
(5YR 2/1) along root channels; medium acid; gradual,
smooth boundary.
B'21t-38 to 44 inches, dark grayish-brown (10YR 4/2) fine
sandy clay loam; common, medium and coarse, dis-
tinct, olive-brown (2.5Y 4(4) mottles; moderate, medi-
um, subangular blocky structure; firm; many fine and
medium roots; sand grains are bridged and coated
with clay; slightly acid; abrupt, smooth boundary.
B'22t-44 to SO inches, coarsely mottled, dark-brown (10 YR
3/3), olive-brown (2.5 Y 4/4), and gmyish-brown (2.5Y
5/2) fine sandy loam; weak, moderate, subangular
blocky structure; slightly sticky; common fine roots;
sand grains are bridged and coated with clay i slightly
acid; clear, wavy boundary.
lIe-SO to 62 inches, light-gray (2.SY 7/2) sand and shell
fragments; single grain; loose; mildly alkaline;
calcareous.
The Al horizon ranges from dark gray to black and is 4 to 7
inches thick. The A2 horizon is gray to light-gray sand or fine
sand and is 10 to 23 inches thick. Depth to the B2h horizon is 20
to 30 inches. This horizon is dark reddish-brown, dark-brown,
or black sand or fine sand and is 4 to 12 inches thick. The Bh
horizon ranges from slightly acid to very strongly acid. In many
places a B3 & Bh horizon, 4 to 6 inches thick, is below the Bh
horizon. It is dark-brown to dark grayish-brown sand and has
black, weakly cemented nodules of sand scattered through it.
The B'2t horizon occurs at depths of 29 to 40 inches. It is gray
to dark grayish-brown and brownish-yellow sandy loam or
sandy clay loam and is mottled with gray, olive, olive brown,
grayish brown, brownish yellow, and strong brown. The lower
part of the B'2t horizon is more strongly mottled and, in places,
contains carbonate along root channels and light-gray to white
secondary carbonate material. The B't horizon ranges from
medium acid to mildly alkaline. A lIC horizon of gray sand
mixed with shell fragments occurs below the B'2t horizon, com-
monly within a depth of 60 inches. In places the lIC horizon is
as much as IS feet thick. The water table is within a depth of 10
inches for 1 or 2 months during wet seasons. The rest of the
year it is at a depth of 10 to 40 inches.
The Wabasso soils mapped in PineHas County have a B
horizon that is less acid than the range defined for the series.
This difference does not appreciably affect use or management.
Wabasso soils are associated with Astor, Elred, Felda, Mana-
tee, Myakka, Oldsmar, and Pompano soils. They are not so
poorly drained as Astor, Pompano, and Manatee soils. They
have a Bhhorizon that is lacking in Elred, Felda, s.nd Pompano
soils. They have a loamy Bt horizon that is lacking in Myakka
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38
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Soil name and mapping
unit symbol
I
Flood hazard
I
Adamsville: Ad________n Once in 20 to 50 years for 2 to
7 days.
SOIL SURVEY
Depth to seasonal high water
table
Less than 10 inches for 1 or 2
months.
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Astatula:
Af8____________ ___ ___ _ None_ _ _ ___ _ _ _____ __ ___ ______
AfC___________________ None________________________
As_ ____ __ ______ ------- None__ _ n _ ____ ___ __ ___ _ _____
More than 80 inches all yearnu
More than 80 inches all yeac___
From 40 to 60 inches for 6 to
12 months.
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Astor:
AL__u______nnnn_ Every year for 6 months or
more.
AU_________________h_ Every year for 6 months or
more.
Less than 10 inches for 6
months or more.
Less than 10 inches for 6
months or more.
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Charlotte: Chnn___n__ Every year for 1 to 6 months____ Less than 15 inches for 2 to 6
months.
Coastal beaches: Co______ Varies with tide_____n____n__ Varies with tideuu_______nn
I
Elred: Ed____uu_n_n_ Once in 5 to 20 years for 7 to
30 days.
I
Felda:
Fd____n___n_n_n___ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 or 2
months.
Less than 10 inches for 2 to 6
months.
I
Fe__h_U____n_n____ Every year for 1 to 6months_h Less than 10 inches for 6 to 12
months.
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Fellowship: Fh_______n_ None___un____n___________ Less than 10 inches for 1 or 2
months.
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lmmokalee: Im__________ Once in 5 to 20 years for 7 to
30 days.
Made land: Ma, Md.
No valid estimates can
be made.
I Manatee:
Less than 10 inches for 1 or 2
month!;.
Mn_________u Every year for 1 to 6 months____ Less than 10 inches for 6 to 12
months.
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l\!I:akka:
My____u__n_ Once in 5 to 20 years for 7 to
30 days. ...
Less than 10 inches for 1 to 4
months.
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Okeechobee: Okn_h____ Every year for 6 to 12 months__ Less than 10 inches for 6 to 12
months.
Oldsmar: Om______u____ Once in 5 to 20 years for '1 to
30 days.
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Orlando: Orun__u_____ Once in 5 to 20 years for 7 to
30 days.
Less than 10 inches for 1 or 2
months.
I
See footnotes at end of table.
Palm Beach: Pa____u___ None______n_n___uuu__u From 40 to 60 inches for 6 to
12 months.
Less than 10 inches for 1 or 2
months.
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TABLE 5.-Estimated engineering
Depth
from
surface
0-26
26-80
(1)
(1)
0-30
30-35
35-62
0-30
30-41
41-60
0-26
26-38
38-62
0-11
11-23
23-70
0-36
36-50
50-80
0-18
18-44
44-72
0-16
16-25
25-84
0-26
26-55
0-34
34-44
44-65
0-16
16-80
0-80
-.
[Absence of data means
Classifi cation
USDA
IncAes
0-80
Fine sandu _ _u n_ _ _ n_
0-80
0-80
0-80
Fine sand__ n_ ____ n _ __
Fine sand__ _ __ n__ __ _ __
Fine sand__ _ n _ n _ __ _ n
Fine sandu n __ _ _ _ __ ___
Fine sand_ _ ___ h __ __ n_
Fine sandn un _ _ _ _-_ ___
0-80
Fine sand__n______n__
Fine sand, shelL _ _ _ __ _ __
Fine sand _ _ _ n n _ _ _ _ _ _ _
Fine sandy loam n n __ _ _
Sand, shelLn__ n _ _ _ _ _ __
Fine sandn _ n _ _ n _ ____
Fine sandy loam, loamy
fine sand.
Shell, sand____ _ _ __ __ _ ___
Fine sandn _ _h_ _ _ _ _ ___
Fine sandy loam, loamy
fine sand.
Shell~ n _ _ n _ n _ __ _ _ _ _ _ _
Loamy fine sand_ _ _ _ _ _ __
Silty clay _n __ n _ __ _ ____
Clay_________~_________
Fine sandn _ n n u u n_
Fine sand__ _ _ _~_ _ _ __ n_
Fine sandn __ ___ _ h _ _ __
Loamy fine sand_ _ _ _ _ _ __
Fine sandy loam_ _ _ _ _ _ __
Fine sand~__ h _ __ h _ ___
Fine sandn _ _ __ __ _ _ n n
Fine sandn _ _ h _ _ _ _ _ _ _ _
Fine sand___ _ __ _ _ _ h_ h
-i
1fuck__________________
Peat___________________
Fine sand___hh_______
Fine sand__ _ _ __ _ n ___u
Fine sandy loam_ _ _ _ _ _ __
Fine sand_ n __ _ _ n _ ____
Fine sand__ __ _ h n __ _ h
Sand, shelL n __ _ n _ _ _ __
M
PINELLAS COUNTY, FLORIDA
39
properties.oj the soils
no estimates were made]
Classification-Continued Percentage Percentage passing sieve-
of coarse Available
fragments Permeability water Reaction Shrink-swell
more than 3 No.4 No. 10 No. 40 No. 200 capacity potential
Unified AASHO inches in (4.7 (2.0 (0.42 (0.074
diameter mm.) mm.) mm.) mm.)
In.lkr . In./in. of sol! pH Low.
8P,8P-8M A-3 0 100 100 95-100 3-12 >20 <0.05 4. 5'--5. 5
SP A-3 0 100 100 90-99 1-5 >20 <0.05 4. 5-6. 0 Low.
SP A-3 0 100 100 90-99 1-5 >20 <0.05 4. 5-6. 0 Low.
SP-8M, SP A-3 0 100 100 85-99 2-12 >20 <0.05 4. 5-6. 0 Low.
8P'-8M A-2 0 100 100 90-99 5-12 6.3'-20.0 >0.20 5. 6-6. 5 Low.
8P A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 6. 1-7. 8 Low.
8P,8M A-2 or A-3 0 100 100 85-99 5-12 (I) (I) (1) Variable.
SP-8M, SP A-3 0 100 100 75-9S 2-12 >20 <0.05 5. 6-8. 4 Low.
-------------- ------------ (I) (I) (I) (I) (I) >20 <0.05 ---------- Low.
SP A-3 0 100 100 90-99 1-5 6.3-20.0 O. 05 5. 6-7. 8 Low.
SC,8M A-2-6, 0 100 100 90-99 12-30 0.63-2.0 O. 10-0. 15 6. 6-7. 3 Low.
A-2-4
GP,8P 1\-3 5-10 40-80 35-70 30-65 1-5 6.3-20.0 <0.05 6. 1-7. S Low.
SP A-3 0 100 100 90-99 2-5 6. 3-20. 0 <0.05 5. 1-7. 3 Low.
SM-SC, SC A-2 0 100 100 90-99 15-35 O. 63-2. 0 O. 10-0. 15 6. 1-7. 8 Low.
GP-SP A-3 5-10 40-70 35-65 30-60 1-5 6. 3-20. 0 <0.05 7. 9-8. 4 Low.
SP A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 5. 1-7. 3 Low.
SlIl-8C, SC A-2-4 0 100 100 90-99 15-35 0.63-2.0 O. 10-0. 15 6. 1-7.8 Low.
GP A-3 5-10 40-70 35-65 30-60 1-5 6.3-20.0 <0.05 7. 9-S. 4 Low.
SP-8:M A-2 0 100 100 90-99 5-12 0.63-2.0 O. 05-0. 10 4. 5-5. 5 Low.
CL, CH, SC A-6, A-7 0 100 100 90-99 40-60 0.06-0.20 O. 10-0. 15 4. 5-5. 5 High.
CL, CH, SC A-6, A-7 0 100 100 95-99 40-85 <0.06 O. 10-0. 15 5. 1-6. 0 High.
SP , A-3 0 100 100 80-100 2-10 6.3-20.0 <0.05 4. 5-5. 5 Low.
SP-8M, SM A-3, A-2 0 100 100 SO-100 5-20 0.63-6.3 O. 10-0. 15 4. 5-5. 5 Low.
SP A~3 0 100 100 80~ 100 2-10 6.3-20.0 <0.05 4. 5-5. 5 Low.
8P-8M A-2 0 100 100 90-99 5-12 2. 0-6. 3 >0.20 6. 1-7. S Low.
SC, SC-8M A-2-4 0 100 100 90-99 15-35 O. 63-2. 0 O. 10-0. 15 6. 1-7. S Low.
SP A-3 0 100 100 90-99 2-5 6.3-20.0 <0.05 6. 1-7. 8 Low.
SP, SP-SM A-3 Hlakkg 100 100 so-100 2-10 6. 3-20. 0 <0.05 4. 5-6. 5 Low.
SP-SM, SM A-3 100 100 SO-100 5-20 0.63-2.0 O. 10-0. 15 4. 5-6. 5 Low.
SP-Sill; SP A-3 100 100 80-100 2-10 6.3-20.0 <0.05 4. 5-6. 5 Low.
pt ------------ 0 -------- -------- -------- -------- 6. 3-:20. 0 >0.20 5. 6-8. 4 . High.2
Pt ------------ 0 -------- -------- -------- -------- 6.3-20.0 >0.20 5. 6-S. 4 High.2
SP A-3 0 100 100 90-99 2-5 6. 3-20. 0 <0.05 4. 5-5. 5 Low.
SP-8M,. 8M A-3 0 100 100 90-99 5-20 2.0-6.3 O. 05-0. 10 4. 5-6. 5 Low.
SM-SC, SC A-2-6 0 100 100 90-99 20-35 0.63-2.0 O. 10-0. 15 6. l-S. 4 Low.
SP-8M A-3 0 100 100 90-99 5-12 >20 O. 10-0. 15 4. 5-5. 5 Low.
SP-8M A-3 0 100 100 90-99 5-12 >20 <0.05 4. 5-5. 5 Low.
SP, GP A-3, A-I 5-25 35-95 40-94 15-90 1-5 >20 <0.05 7. 4-8. 4 Low.
420-436--72----4
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Stage vs. Area Volume Computations
Wade-Trim Project Number: ZZZ2272 Pond 1 Calculations
Wade-Trim Project Name: Homeless Emergency Project (Site 1)
Designed by: MR
Checked by: JRC
Date: 21-May-02
Site Area =
Reqd. Treatment Depth =
Treatment Volume =
Required Storage =
Total Required Volume =
acres
inches
635 cf
cf
635 cf
Pond Pond Increament. Cumulative
Pond Stage Stage Area Volume Volume
ft. sf cf cf
Pond Bottom ~ "
- -
5.44 409 18 18
5.49 428 18 36
5.53 447 19 55
5.58 466 20 76
5.62 486 21 97
5.66 506 22 118
5.71 527 23 141
5.75 548 24 165
5.80 570 25 190
5.84 592 26 215
5.89 614 27 242
5.93 637 28 269
. 5.97 660 29 298
6.02 683 30 328
6.06 707 31 358
6.11 732 32 390
6.15 757 33 423
6.19 782 34 457
6.24 808 35 492
6.28 834 36 528
6.33 860 37 565
DHW = 6.40 6.37 887 39 604
6.41 914 40 644
6.46 942 41 685
6.50 970 42 727
6.55 999 43 770
6.59 1,028 45 815
6.64 1,057 46 861
6.68 1,087 47 908
6.72 1,117 49 957
6.77 1,148 50 1,007
6.81 1,179 51 1,058
6.86 1,210 53 1,111
Top of Bank 54 1,165
"635 c.f. of Treatment provided in Pond 1"
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Stage vs. Area Volume Computations
Wade-Trim Project Number: ZZZ2272 Pond 2 Calculations
Wade-Trim Project Name: Homeless Emergency Project (Site 1)
Designed by: MR
Checked by: JRC
Date: 25-Apr-02
~"...~.~,~.- '~. 'V~.1':-''r,'....,.c.'"
Site Area =
Reqd. Treatment Depth =
Treatment Volume =
Required Storage =
Total Required Volume =
acres
inches
635 cf
cf
635 cf
Pond Pond Increament. Cumulative
Pond Stage Stage Area Volume Volume
ft. sf cf cf
Pond Bottom "
- -
4.03 500 14 14
4.06 513 15 29
4.09 527 15 45
4.12 541 16 60
4.15 555 16 77
4.18 570 17 93
4.21 585 17 110
4.24 599 17 127
4.26 614 18 145
4.29 630 18 164
4.32 645 19 182
4.35 661 19 202
4.38 676 20 221
4.41 692 20 241
4.44 708 21 262
4.47 725 21 283
DHW = 4.50 4.50 741 22 305
4.53 758 22 327
4.56 775 23 349
4.59 792 23 372
4.62 809 24 396
4.65 826 24 420
4.68 844 25 444
4.71 862 25 469
4.74 880 26 495
4.76 898 26 521
4.79 916 27 548
4.82 935 27 575
4.85 954 28 603
4.88 973 28 631
4.91 992 29 660
4.94 1,011 29 690
4.97 1,030 30 720
Top of Bank 31 750
"305 c.f. of Treatment provided in Pond 2"
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11
I:
11
Il
I:
I:
Ij
I:
I'
, .
I~
Stage vs. Area Volume Computations
Wade-Trim Project Number: ZZZ2272 Pond 1 Calculations
Wade-Trim Project Name: Homeless Emergency Project (Site 1)
Designed by: MR
Checked by: JRC
Date: 21-May-02
Site Area =
Reqd. Treatment Depth =
Treatment Volume =
Required Storage =
Total Required Volume =
acres
inches
635 cf
cf
635 cf
Pond Pond Increament. Cumulative
Pond Stage Stage Area Volume Volume
ft. sf cf cf
Pond Bottom - -
5.44 409 18 18
5.49 428 18 36
5.53 447 19 55
5.58 466 20 76
5.62 486 21 97
5.66 506 22 118
5.71 527 23 141
5.75 548 24 165
5.80 570 25 190
5.84 592 26 215
5.89 614 27 242
5.93 637 28 269
. 5.97 660 29 298
6.02 683 30 328
6.06 707 31 358
6.11 732 32 390
6.15 757 33 423
6.19 782 34 457
6.24 808 35 492
6.28 834 36 528
6.33 860 37 565
DHW = 6.40 6.37 887 39 604
6.41 914 40 644
6.46 ' 942 41 685
6.50 970 42 727
6.55 999 43 770
6.59 1,028 45 815
6.64 1,057 46 861
6.68 1,087 47 908
6.72 1,117 49 957
6.77 1,148 50 1,007
6.81 1,179 51 1,058
6.86 1,210 53 1,111
Top of Bank 54 1,165
"635 c.t. of Treatment provided in Pond 1"
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1_,
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,'~ '....;;.':"
Stage VS. Area Volume Computations
Wade-Trim Project Number: 2222272 Pond 2 Calculations
Wade-Trim Project Name: Homeless Emergency Project (Site 1)
Designed by: MR
Checked by: JRC
Date: 25-Apr-02
~ :....~~.,,~^. ..... ..v'\<t,"f;';,":'" .".
Site Area =
Reqd. Treatment Depth =
Treatment Volume =
Required Storage =
Total Required Volume =
acres
inches
635 cf
cf
635 cf
Pond Pond Increament. Cumulative
Pond Stage Stage Area Volume Volume
ft. sf cf cf
Pond Bottom - -
4.03 500 14 14
4.06 513 15 29
4.09 527 15 45
4.12 541 16 60
4.15 555 16 77
4.18 570 17 93
4.21 585 17 110
4.24 599 17 127
4.26 614 18 145
4.29 630 18 164
4.32 645 19 182
4.35 661 19 202
4.38 676 20 221
4.41 692 20 241
4.44 708 21 262
4.47 725 21 283
DHW = 4.50 4.50 741 22 305
4.53 758 22 327
4.56 775 23 349
4.59 792 23 372
4.62 809 24 396
4.65 826 24 420
4.68 844 25 444
4.71 862 25 469
4.74 880 26 495
4.76 898 26 521
4.79 916 27 548
4.82 935 27 575
4.85 954 28 603
4.88 973 28 631
4.91 992 29 660
4.94 1,011 29 690
4.97 1,030 30 720
Top of Bank 31 750
"305 c.f. of Treatment provided in Pond 2"
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MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
PROJECT NAME: Homeless Emergency Project {Site B),{Po
POLLUTION VOLUME RUNOFF DATA USED '1
UNSATURATED ANALYSIS INCLUDED
Pond Bottom Area 391.00 ft2
Pond Volume between Bottom & DHWL 635.00 ft3
Pond Length to Width Ratio (L/W) 3.00
Elevation of Effective Aquifer Base 1. 30 ft
Elevation of Seasonal High Groundwater Table 3.00 ft
Elevation of Starting Water Level 5.40 ft
Elevation of Pond Bottom 5.40 ft
Is there overflow? y
Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis 0.10
Unsaturated Vertical Hydraulic Conductivity 12.00 ft/d
Factor of Safety 2.00
Saturated Horizontal Hydraulic Conductivity 8.00 ft/d
Avg. Effective Storage Coefficient of Soil for Saturated Analysis 0.15
Avg. Effective Storage Coefficient of Pond/Exfiltration Trench 1.00
Hydraulic Control Features:
Top Bottom Left Right
Groundwater Control Features - Y IN N N N N
Distance to Edge of Pond 0.00 0.00 0.00 0.00
Elevation of Water Level 0.00 0.00 0.00 0.00
Impervious Barrier - Y IN I N N N N 0.00 I
Elevation of Barrier Bottom 0.00 0.00 0.00
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1
1
MODRET
SUMMARY OF RESULTS
PROJECT NAME: Homeless Emergency Project (Site B),{Po 1
CUMULATIVE WATER INSTANTANEOUS AVERAGE :.. CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (ds) RATE (ds) (ft3)
00.00 - 0.00 3.000 0.000 *
0.00000
0.00 3.000 0.02606
0.02342
1.96 6.140 0.02078 0.00
0.00900
10.72 5.693 0.00713 0.00
0.00526
19.47 5.432 0.00449 0.00
0.00372
20.98 5.400 0.00332 0.00
0.00292
36.98 5.102 0.00267 0.00
0.00241
45.74 4.982 0.00224 0.00
0.00206
54.49 4.880 0.00192 0.00
0.00179
63.25 4.791 0.00169 0.00
0.00158
72.00 4.713 0.00
,
Maximum Water Elevation: 6.140 feet @ 1.96 hours
* Time increment when there is no runoff
Maximum Infiltration Rate: 3.187 ftjday
Recovery @ 20.979 hours
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MODRET
SUMMARY OF UNSATURATED &. SATURATED INPUT PARAMETERS
PROJECT NAME: Homeless Emergency Project {Site B),(Po
POLLUTION VOLUME RUNOFF DATA USED 2-
UNSATURATED ANAL YSIS INCLUDED
Pond Bottom Area 486.00 ft2
Pond Volume between Bottom & DHWL 305.00 ft3
Pond Length to Width Ratio (L/W) 2.00
Elevation of Effective Aquifer Base 1.30 ft
Elevation of Seasonal High Groundwater Table 2.00 ft
Elevation of Starting Water Level 4.00 ft
Elevation of Pond Bottom 4.00 ft
Is there overflow? y
Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis 0.10
Unsaturated Vertical Hydraulic Conductivity 12.00 ft/d
Factor of Safety 2.00
Saturated Horizontal Hydraulic Conductivity 8.00 ft/d
Avg. Effective Storage Coefficient of Soil for Saturated Analysis 0.15
Avg. Effective Storage Coefficient of Pond/Exfiltration Trench 1.00
Hvdraulic Control Features:
Top Bottom Left Right
Groundwater Control Features - Y IN N N N N
Distance to Edge of Pond 0.00 0.00 0.00 0.00
Elevation of Water Level 0.00 0.00 0.00 0.00
Impervious Barrier - Y IN I N N N N 0.00 I
Elevation of Barrier Bottom 0.00 0.00 0.00
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MODRET
SUMMARY OF RESULTS
PROJECT NAME: Homeless Emergency Project {Site B},{Po 2.
CUMULATIVE '.. WATER INSTANTANEOUS AVERAGE......., ,. . CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (ds) RATE (ds) (ft3)
00.00 - 0.00 2.000 0.000 *
0.00000
0.00 2.000 0.02206
0.01963
1.80 4.292 0.01719 0.00
0.00530
10.57 4.017 0.00418 0.00
0.00306
11.52 4.000 0.00261 0.00
0.00215
28.12 3.747 0.00192 0.00
0.00169
36.90 3.660 0.00154 0.00
0.00140
45.67 3.587 0.00130 0.00
0.00120
54.45 3.525 0.00113 0.00
0.00105
63.22 3.471 0.00100 0.00
0.00094
72.00 3.422 0.00
Maximum Water Elevation: 4.292 feet @ 1.80 hours
* Time increment when there is no runoff
Maximum Infiltration Rate: 2.780 ft/day
Recovery @ 11.522 hours
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01 Ht:CORDtNiJ, '\
REC(o- <..J \..J
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IN1
This instrument was prepared by: ,.' F~E:O
PLEASE RE'TIJRN TO: / MTF .
MARTIN J. KAISER, ESQ. V
695 Central Avenue, Suite 100 PIC
St. Petersburg, FL 33701 REV
INST # 96-014154
JAN 17, 1996 8:00PM
Grantee#1 S.S. No:59-2729694
Grantee #2 S.S. No:
Property Appraiser's
Parcel Identification No:
10/29/15/69048/005/0160
:roTAl5-6(, . CD
Ree: 6.00
Doc: 550.20
Tot: 556.20
1>0 55.Q:.sj)
Documental) 1 ax u. ~ : .' in't~~gible Tax Pd.
$...@...........eIl<PinellasCount1
Karle&. e~, ....'.. Deputy Clerk
By. .. . ......
PINELLAS ..
OFF.REC BK COUNTY FLA.
. 9222 PG 822
WARRANTY DEED
(STATtJTORY FORM - SECTION 689.02, F.S.)
This Indenture, made this ,,4r day of January, 1996, Between, LEON G. ATKINSON and
JERI L. ATKINSON, Husband and Wife whose post office address is 10245 Gu1fBoulevard, Treasure Island, of the
County of Pin ell as. State of Florida, 33706 grantor*, and, HOMELESS EMERGENCY PROJECT, JNC., a Florida
Corporation, Not for Profit, whose post office address is 1120 North Betty Lane, Clearwater, of the County of
Pinellas, State of Florida, 34615 grantee*,
Witnesseththat said grantor, for and in consideration of the sum <if SEVENTY EIGHT THOUSAND SIX
HUNDRED AND 00/100 DOLLARS, and other good and valuable consideration to said grantor in hand paid by said
grantee, the receipt whereof is hereby acknowledged, bas granted, bargained and sold to the said grantee, and grantee's
heirs and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida, to-wit:
Lot 16, Block E, PINEBROOK SUBDIVISION UNIT NO.2, according to the map or plat
thereof as recorded in Plat Book 23, Page 71, of the Public Records ofPineUas County, Florida.
SUBJECT to Advalorem Real Property Taxes for 1996.
SUBJECT to easements, restrictions and covenants of records.
and said grantor does fully warrant the title to said land, and will defend the same against lawful claims of all person
whomsoever.
'/.,
"
*"Grantor" and "Grantee" are used for singular or plural, as context requires.
In Witness Whereof, grantor has hereunto set. grantor's hand and seal the day and year first above written.
Signed, sealed, and delivered in our presence:
~~/~
ted
~~.~~--
( (Seal)
Grantor
Printed name: LEON G. ATKINSON
.~~.~~
.' :: name: JERl 1. ATKINSON
91036508 TeS 01-17-1996 16:16:58
01 OED-HOMELESS EMERGENCY PROJECT I
1 $b. 00
STATEOFFLORIDA RECORDING OR219 3 $550.20
COUNTY OF PINELLAS DOC STAMP - ________
..J T TAL: $556.20
tHEFOREGOING INSTRUMENT was acknowledged before me this ~~ .. Atkins~56. 20
and ,Jeri L. At:pns~ . who are personally known to E: produced $.00
FhA Ml... Ale u asid . cation.
(SEAL
..~.~ MARllN J. KAISER
i \. No!BrY Public, Stale of Florida
. My Comm. EXplresAug. 23, 1999
. -- No. CC4n615
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Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of the Homeless
Emergency Project, Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002.
A9/tUt ~_
Dian John on
Secretary
Homeless Emergency Project, Inc.
Seal
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j?c."
IN(
IZv
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; Clearwater
o~
~
Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4576
CI SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
CI SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION including folded site plans
CI SUBMIT APPLlCA TfON FEE $ I Z 0 S--
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive Infill Redevelopment Project (Revised 7/16/01)
....PLEASE TYPE OR PRINT.... use additional sheets as necessary
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4-202.A)
APPLICANT NAME:
Homeless Emergency Project Inc.
MAILING ADDRESS:
1120 North Betty Lane
Clearwater, FL 33755
E-MAIL ADDRESS:
PHONE NUMBER: (727) 442-9041
CELL NUMBER:
FAX NUMBER: (727) 443-4875
PROPERTY OWNER(S):
(Must inolude ALL owners)
'" -I 25' "
f'" '. l,...;.;o".IIL:
AGENT NAME(S): Ms. Barbara Green
MAILING ADDRESS: 1120 N. Betty Lane
E-MAIL ADDRESS:
Clearwater, FL 33755
PHONE NUMBER: (727) 442-9041
(727) 443-4875
CELL NUMBER:
FAX NUMBER:
B. PROPOSED DEVELOPMENT INFORMATION:
STREET ADDRESS ofsubjecl site: 1120 Fairburn Avenue, 1212 N. Betty Lane, 1215 N. Betty Lane
LEGAL DESCRIPTION:
See Attachment "A"
(11 not listed here, please note \he looation of this dooument in the submitla~
See Attachment 'A"
PARCEL NUMBER:
PARCEL SIZE:
See Attachment "A"
(acres, square fset)
Institutional
PROPOSED USE AND SIZE:
(number of dwelling units, hotel rooms or square footaga of nonresidential use)
DESCRIPTION OF REQUEST(S):
See Exhibit "B"
(include all requested code deviations; e.g. reduotion in required number of parking spaces, specific use, etc.)
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ (if yes, attach a copy of the applicable
documents)
Page 1 of 6 - Fleldble Development Application - CoI1'Iprehenslve Infill RedeVelopment Project- City of Clearwater
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C. PROOF OF OWNERSHIP: (Section 4-202.A) f\ 11
H"rrRlA-tBC> -\0 ~~ ex: If)-C2-ArtJ-ACo6 ~
o SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT AlTESTING OWNERSHIP (see
page 6)
D. WRITTEN SUBMITTAL REQUIREM.ENTS: (Section 3-913.A)
o
Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA:
1.
The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in
which it is located.
See Attachment C
2.
The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly
impair the value thereof.
See Attachment C
3.
The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed
use. See Attachment C
4.
The proposed development is designed to minimi~e traffic collgestion.
~ee Attacnment C
5.
The proposed development is consistent with the commuriity character of the immediate vicinity of the parcel proposed for development.
See Attachment C
6.
The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts,
on adjacent properties. See Attachment C
o
Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECTCRITERIA (as applicable):
1 . The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity
and development standards.
Every effort was made to comply with City of Clearwter codes and regulationSin the
development of the site plan. However, due to the urban nature and tightness of the
site, deviations in the setbacks, parking and parking area greenspace ~necessary.
2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not
reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the
improvements.)
The main purpose6}of the proposed development is to replace the collection of older
buildings in various states of disrepair with newer centralized buildings. Both the
appearance and market value of the property and abutting properties will be enchanced.
Page 2 of 6 - Aexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater.
The proposed development is a capital upgrade of the existing buildings and social service
uses now present at H.E.P.
4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses.
The H.E.P. campus is now and will continue to be compatible with the adjacent land use.
5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not
otherwise available in the City of Clearwater.
Unfortuneately there are not many areas that would be available for the type of social
service operation provided by H.E.P. H.E.P.'s long standing relationship with the
community was established at this location.
6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity
of the parcel proposed for development.
The Ob]ectlve of the infill redevelopment is to upgrade the facility and the immediate
vicinity.
7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of
the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole.
H.E.P. and Everybody's Tabernacle perform a vital social service to the community by
providing assistance to, and an outlet for the area's Homeless and less fortunate.
8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the
immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole.
By allowing H.E.P. to develop the described upgrades to its facilities, the Community and
the City of Clearwater will continue to benefit from the vital services that H.E.P. provid s.
9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to
avoid on-street parking in the immediate vicinity of parcel proposed for development.
See the attached narrative regarding the off-street parking at the site.
See attachment C
10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable).
Use separate sheets as necessary.
N/A. Site is not located in or ad;acent to the Tourist or Downtown District.
Page 3 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
E. SUP~LEMENTAL SUBMITTAL .IREMENTS: (Section 4-202.A)
~ SIGNED AND SEALED SURVEY (including dimensions of property) - One original and 12 copies;
a copy OF RECORDED PLAT, as applicable;
a PRELIMINARY PLAT, as required;
~CATION MAP OF THE PROPERTY;
~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location,
/ncluding drip lines and indicating trees to be removed);
-ri GRADING PLAN, as applicable
F./SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
ti SITE PLAN with the following information (not to exceed 24" x 36"):
All dimensions;
North arrow;
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
Location map;
Index sheet referencing individual sheets included in package;
Footprint and size of all EXISTING buildings and structures;
Footprint and size of all PROPOSED buildings and structures;
All required setbacks;
All existing and proposed points of access;
All required sight triangles;
Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen
trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc;
Location of all public and private easements;
Location of all street rights-of-way within and adjacent to the site;
Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
and water lines;
All parking spaces, driveways, loading areas and vehicular use areas, including handicapped spaces;
Depiction by shading or crosshatching of all required parking lot interior landscaped areas;
Location of all refuse collection facilities and enclosures (minimum 12'x10' clear space);
Location of all landscape material;
Location of all jurisdictional lines adjacent to wetlands;
Location of all onsite and offsite storm-water management facilities;
Location of all outdoor lighting fixtures; and
.l.- / Location of all existing and proposed sidewalks
&I' SITE DATA TABLE for existing, required. and proposed development, in written/tabular form:
Land area in square feet and acres;
Number of EXISTING dwelling units and PROPOSED dwelling units;
Gross floor area devoted to each use;
Parking spaces: total number, presented in tabular form with the number of required spaces;
Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area;
Size and species of all landscape material;
Official records book and page numbers of all existing utility easement;
Building and structure heights;
Impermeable surface ratio (I.S.R.); and
_/ Floor area ratio (FAR.) for all nonresidential uses
rJf yeoUCED SITE PLAN to scale (8 Yz X 11) and color rendering if possible
r::f' FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan:
One-foot contours or spot elevations on site;
Offsite elevations if required to evaluate the proposed stormwater management for the parcel;
All open space areas;
Location of all earth or water retaining walls and earth berms;
Lot lines and building lines (dimensioned);
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
Structural overhangs;
Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees
Page 4 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
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G. L~CAPING PLAN SUBMITTA REQUIREMENTS: (Section 4-1102.A)
D../ LANDSCAPE PLAN:
All existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles;
Delineation and dimensions of all parking areas including landscaping islands and curbing;
Proposed and required parking spaces;
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on
required tree survey);
Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and
common names;
Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and
protective measures; .
Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and
percentage covered;
Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
Irrigation notes
:I
REDUCED LANDSCAPE PLAN to scale (8 Y. X 11) (color rendering if possible)
IRRIGATION PLAN (required for Level Two and Three applications)
o
COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable
H. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
~.A.21)
~ STORMWATER PLAN including the following requirements:
Existing topography extending 50 feet beyond all property lines;
Proposed grading including finished floor elevations of all structures;
All adjacent streets and municipal storm systems;
Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure;
Stormwater calculations for attenuation and water quality;
Signature of Florida registered Professional Engineer on all plans and calculations
o COpy OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval is required prior to issuance of City Building Permit), if applicable
o COpy OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part
of a Comprehensive Infill Redevelopment Project or a Residentiallnfill Project.
UILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials
EDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 Y. X 11) (black and white and color rendering, if
possible) as required
SIGNAGE: (Section 4-202.A.16)
omprehensive Sign Program application, as applicable (separate application and fee required)
educed signage proposal (8 Y. X 11) (color), if submitting Comprehensive Sign Program application
K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C)
D Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement.
Page 5 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
L. SIGNATURE:
I. the undersigned. acknowledge that all representations made in this
application are true and accurate to the best of my knowledge and
authorize City representatives to visit and photograph the property
described in this application.
STATE OF FLORIDA, COUNTY OF PINELLAS --
Sworn to nd subscribed before me this ~ day of
r I' . A.D. 20 dJ- to me and/or by
_;.. .; :: . who iS9 g,ejsonally known has
produced .fa. ~ ~ 0 073 <7'1 7_ If as
identification.
Signature of property owner or representative
~~~~
Notary public.
My commission expires:
0cI5;;;~o3
.
..1i'~,
Michael Reineke
M. AFFIDAVIT TO AUTHORIZE AGENT:
1:::.\J L'~~~~'~ ~'oCi\.-""':'c.. c....L<:...
\ I ' ~
\) ~t... \J-~, l::::; MC-\. ~ ~c..
(Names of all property owners)
,,147 ~E,xpires Oct. S,2OO3
':~if.'~ Bonded Thru
. '. t I nntic Bonding Co., Inc.
1. That (I amlwe are) the ewflef(S) and record title holder(s) of the following described property (address or general location):
- PI C;c..:\ ---:>::> \ /'
'Q G- "-~ I... "'" '- '-.::.a 1 <:.. '- ~
2. That this property constitutes the property for which a request for a: (describe request)
rlt.-.g.,bLc. \uV~O\,~"""'+- 0-6 m"'S,,'\c:,, lL(,.~
3. That the undersigned (has/have) appointed and (does/do) appoint:
SL<'- ~T\"'c:..."~ ~ f<<t ~'DLI..\\1 b~ '.s...
"6 L.. 'vJ,:) I.. -.- (.
Gr'\c..~~
as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition;
3. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
4. That the applicant acknowledges that all impact fees (parks and recreation. traffic, etc.) will be paid PRIOR to the issuance of a building permit,
certificate of occupancy. or other mechanism. whichever occurs first;
5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives to visit and photograph the property described in this application;
6.
Thot (I,,",,). the ''''''''';'0''' ."'hO'Iy. he..by oort;1y thot the fo"'O;~~
Property Owner
STATE OF FLORIDA,
:~tiy..~""", Michael Reineke
..f ib' ;Commissfon # 00 876969
.,~\6 'g Expires Oct. S,2oo3
"'~ ".' Bonded Thru
.......,' Atlantic Bo di C I
~~ n ng 0., ne.
,;?~ day of
who having been first duly sworn
COUNTY OF PINELLAS
Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this
~r... :/ ,~ personally appeared /Sa..,A~__ 0 ,~
eposes and says that he/she fully understands the contents of the affidaVit that he/she Signed.
My Commission Expires: ~~ ?/;;~OJ ~.L-~ ~~
Notary Public
S:IPlanning DepartmentlApp/ication Formsldevelopment reviewlcomprehensive infill app/ication2.doc
Page 6 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
Everybody's Tabernacle, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of Everybody's
Tabernacle Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002. ~. . .
. ~~,,\
Bryant bavis
President
Everybody's Tabernacle, Inc.
f),'NJ Jt' CUr ~
Dana Slaughter
Secretary
Everybody's Tabernacle, Inc.
Seal
.
.
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Resolution of Board of Directors
I hereby certify that I am the duly elected and qualified President of the Homeless
Emergency Project, Inc., and the keeper of the records and corporate seal of said
corporation and the following is a true and correct copy of resolution adopted at the
meeting of the Board of Directors of said corporation at the offices located at 1120
North Betty Lane, Clearwater Florida 33755 on the 6 day of March 2000.
Be it further resolved that Barbara Green, Administrator of said corporation is
authorized and directed in the name of, and for and behalf of said corporation to
execute any and all agreements and instruments.
In witness whereof, I have hereunto fixed my name as President and have caused
the corporate seal of said corporation to be hereunto fixed this 4 day of February,
2002.
1)ltMt ~,
Dian John on
Secretary
Homeless Emergency Project, Inc.
Seal
.
.
EXHIBIT "A"
LEGAL DESCRIPTION, PARCEL NUMBERS, PARCEL SIZE
NAME & ADDRESS OF OWNER
The following provides legal descriptions, parcel numbers and parcel sizes, and ownership for
the two (2) properties comprising this application:
.
.
THRIFT STORE LEGAL DEseRIPTION
FAIRBURN ADDITION, BLOCK C, LOTS 1 AND 2 AS PER MAP OR PLAT THEREOF
RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (1215 FAIRBURN AVENUE, 1215 FAIRBURN AVENUE)
FAIRBURN ADDITION, BLOCK C, LOT 3 AS PER MAP OR PLAT THEREOF
RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (NO# FAIRBURN AVENUE)
FAIRBURN ADDITION, BLOCK C, LOT 4 AS PER MAP OR PLAT THEREOF
RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (1211 FAIRBURN AVENUE)
FAIRBURN ADDITION, BLOCK C, LOTS 10, 11 AND 12 AS PER MAP OR PLAT
THEREOF RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA. (1210 BETTY LANE)
APARTMENT LEGAL DESCRIPTION
PINEBROOK SUB DIVISION UNIT NO.2, BLOCK E, LOT 16 AS PER MAP OR PLAT
THEREOF RECORDED IN PLAT BOOK 23, PAGE 71 OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
MEDICAL CLlNle LEGAL DEseRIPTION
FAIRBURN ADDITION, BLOCK F, LOT 1 AS PER MAP OR PLAT THEREOF AS
RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
FAIRBURN ADDITION, BLOCK F, LOTS 6 AND 7 AND THE WEST 7 FEET OF LOTS 8
AND 9 AS PER MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE
18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
FAIRBURN ADDITION, BLOCK F, THE SOUTH 30 FEET OF LOT 3 AND LOTS 4, 5,
AND 10 AND THE EAST 118 FEET OF LOTS 8,9, AND LOTS 12, 13 AND 14 AS
RECORDED IN MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE
18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
FAIRBURN ADDITION, BLOCK F, LOT 2, AND THE NORTH 20 FEET OF LOT 3 AS
PER MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 12, PAGE 18 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
FAIRBURN ADDITION, BLOCK F, LOT 11 AS PER MAP OR PLAT THEREOF
RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
P:\Zzz2272\01 mlAdmin-support\Correspondence\Legal Descriptions 1.doc
.
.
EXHIBIT "B"
PROJECT DESCRIPTION
SUMMARY OF FLEXIBLE DEVELOPMENT REQUESTS
Proiect Description
The Emergency Housing Project (HEP) proposes three (3) primary activities associated with its
campus located on N. Betty Lane in the City of Clearwater. The proposed development will
require consideration under the City's Flexible Development Criteria and a rezoning on one
parcel.
Proposed project development activities are as follows:
Service Buildina Expansion - 1120 Fairburn Avenue, Clearwater, Florida 33755
HEP proposes to consolidate its administrative/client services offices and enlarge its dental
clinic to better serve HEP clients. Administrative offices are currently housed in a prefabricated
unit located at the campus entrance along Fairburn Avenue. These offices will be relocated to
the renovated office service building. A second story will be added to this building. The
removal of the existing prefabricated building will provide an additional six (6) parking spaces
and open space.
Baraain Barn (retail/furniture restoration/trainina) Facilitv - 1212 N. Betty Lane, Clearwater,
Florida 33755.
HEP proposes to replace the dilapidated garages and buildings located adjacent to one another
at 1212 N. Betty Lane with one larger centralized facility which will include a retail sales shop,
furniture repair shop, training program space, additional storage, parking area, stormwater
facilities, and landscaping. The proposed development will include demolishing the dilapidated
garages and buildings located at 1212 N. Betty Lane, which are currently used for thrift
store/storage, and replacing with a new one-story multi-purpose building.
Permanent Supportive Housing for Homeless Individuals with Disabilities - 1215 N. Betty Lane,
Clearwater, Florida 33755.
HEP proposes to construct eight (8) new single-room-occupancy (SRO) units of permanent
supportive housing for homeless persons with disabilities. Individuals will be leaving homeless
shelters, but their disabilities may preclude their living in transitional situations. They will move
directly into these units and will receive case management, individual and group counseling,
referrals, medical and dental assistance, as well as psychiatric medication management by an
on-site ARNP.
The Scope of this project includes the demolition of the deteriorated building located at 1215 N.
Betty Lane, which is currently used for thrift/storage uses and replacing it with eight (8) new
SRO units with associated parking, stormwater facilities, and landscaping.
.
.
Description of Request
The HEP's Flexible Development request includes the following:
· Reduce the green space requirements for the parking area associated with the new
retail/furniture restoration/training/storage building to be located at 1212 N. Betty Lane. The
balance of the campus currently exceeds open space requirements pursuant to City Code.
· Reduce the number of required parking spaces from fifty-eight (58) spaces to twenty-seven
(27) spaces, including handicapped parking. (Please refer to justification provided under the
applicant's response to General Applicable Criteria #DA).
· Reduce the parking lot drive isle width from twenty-four (24) feet to twenty (20) feet for the
proposed parking lot serving the retail/furniture restoration/training/storage building located
at 1212 N. Betty Lane in order to provide a sidewalk along the east side of the proposed
building.
· Reduce the required buffer/setback area from twenty-five (25) feet to fifteen (15) feet along
Engman Street and Fairburn Avenue associated with the proposed retail/furniture
restoration/training/storage building.
· Reduce the required building set back from twenty-five (25) feet to eight (8) feet for the
renovation of the Administrative Offices and Client Services Building including the addition
of a second floor.
· Reduce the number of required parking spaces from twelve (12) spaces to nine (9) spaces
at the Permanent Support Housing Facility to be constructed on the 1215 N. Betty Lane
property. (Please refer to justification provided under the applicant's response to General
Applicable Criteria #DA.)
· Elimination of the buffer landscaping requirements along the northern side of the proposed
Permanent Support Housing Facility to be located at 1215 N. Betty Lane, recognizing the
abutting property cannot be developed for a commercial use given the size and
configuration of the parcel.
.
.
EXHIBIT "C"
SECTION D. WRITTEN SUBMITTAL REQUIREMENTS
RESPONSES TO SIX (6) GENERAL APPLICABILITY REQUIREMENTS
0.1. The proposed development of land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties in which it is located.
The HEP is proposing to upgrade three (3) areas within its campus generally located
between Engman and Cedar Streets along the east and west sides of N. Betty Lane.
The proposed addition of a second story and renovation of the existing Office Service
Building will result in the removal of the existing prefabricated structure currently used as
administrative offices at the campus entrance from Fairburn Avenue. The prefabricated
structure will be replaced with six (6) new parking spaces. The existing mature oak trees
at the entrance will be retained and incorporated into the parking area landscaping. The
relocation of the existing administrative office space to the renovated two-story Office
Service Building will result in enhanced parking, open space and site aesthetics. The
proposed second floor addition and parking area will be in harmony with the other
existing structures on the HEP campus and general character of the adjacent properties.
The demolition of the existing "Bargain Barn" retail structure and replacement with a new
structure and parking area will significantly enhance the aesthetics and functioning of the
existing site. The proposed structure will be in harmony with the balance of the HEP
campus and character of the adjacent properties within the neighborhood.
The demolition of the deteriorated building located at 1215 N. Betty Lane and the
construction of the Permanent Housing Support Facility will likewise enhance the
existing property and will be in harmony with the other campus facilities and adjacent
properties.
0.2. The proposed development will not hinder or discourage the appropriate
development and use of adjacent land and buildings or significantly impair the
value thereof.
The adjacent land is already developed with facilities supporting the HEP and the
surrounding neighborhood. The proposed development will enhance the value of
surrounding properties and will not discourage appropriate development and use of
adjacent land and buildings. The estimated value of the proposed renovation and
second story addition, parking areas, stormwater facilities, retail/furniture
restoration/training/storage facility and eight (8) unit Supportive Housing Facility is
$1.5 million.
0.3. The proposed development will not adversely affect the health or safety or
persons residing or working in the neighborhood of the proposed use.
The proposed development involves the renovation of existing properties, demolition of
dilapidated buildings, improved drainage and parking, additional landscape, and
improved pedestrian and vehicular movement. The proposed development is similar in
size and scale to other development in the immediate area. The proposed development
.
.
is envisioned to upgrade the quality, health and safety of persons utilizing HEP facilities
as well as the surrounding neighborhood.
0.4. The proposed development is designed to minimize traffic congestion.
The proposed renovation and site improvements will not increase the amount of traffic
coming to the campus recognizing the proposed development essentially replaces
existing administrative offices and retail/furniture restoration/training/storage facilities
currently located on site. The eight (8) unit housing project replaces a dilapidated
commercial structure and will generate less traffic than commercial use.
Various parking areas for automobiles is available on the HEP campus in one of the
designated parking lots on the main portion of the campus or in perimeter parking sites
adjacent to the main campus. Currently there is a designated parking lot directly south
of the Client Service Building capable of accommodating twenty (20) Administrative
Building vehicles. There is also a parking lot to the east of the Client Services Building
capable of accommodating ten (10) vehicles. These parking areas accommodate clients
as well as employees and volunteers. Ample space currently exists to adequately
address parking needs associated with the proposed improvements. The relocation of
the existing prefabricated Administrative Offices along Fairburn Avenue will result in the
addition of six (6) additional spaces central to the campus. Additionally, there are twenty
(20) existing parking spaces in a lot to the north of the existing thrift store lot that are
currently being utilized.
Other considerations positively impacting parking and traffic include:
. The HEP campus is located on the PST A bus route. There is substantial transit use
due to the issuance of free bus passes.
. Approximately 90% of HEP clients do not own a vehicle.
. Numerous longstanding employees of HEP live in the neighborhood and walk to
work.
. There is a rule against HEP clients having visitors.
. The following perimeter sites are owned and operated by HEP and are located in
close proximity to the main campus serving HEP clients:
Fairburn Subdivision Addition
Block H, Lots 1.2.3.4 and V2 of vacant street on north.
Fairburn Avenue - 1024, 1100, 1102, 1104, 1106, 1108, 1112, and 1120
Fairburn Subdivision Addition
Block C, Lots 1,2,3,4,7,8,9,10,11,12,13, and14
Block F, Lots 1,2,3,4,5,6,7,8,9,10,11,12,13 and 14
(North Betty Lane 1120, 1200/1277 LaSalle Street)
Fairburn Subdivision Addition
Block A, Lots 1 .2
(1260 Engman Street)
.
.
0.5. The proposed development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
The character of the North Greenwood area is well established and the HEP campus is
an integral part of the neighborhood and surrounding community. The community is
generally comprised of single family, commercial, recreational uses with a significant
level of pedestrian activity. The proposed improvements are consistent with the
community character and will enhance the immediate vicinity, which is currently
undergoing significant redevelopment. The HEP is on the eastern fringe of the
Greenwood Neighborhood redevelopment program.
0.6. The design of the proposed development minimizes adverse effects, including
visual, acoustic and olfactory and hours of operation impacts on adjacent
properties.
The proposed development activities are totally consistent with the existing
neighborhood. The demolition of existing structures and replacement with new
structures will significantly enhance visual appearance of HEP properties and the
immediate area. The proposed development will have no adverse acoustic or olfactory
impacts on the area. HEP hours of operation will be unchanged with the proposed
improvements. There will be no adverse effects generated by the proposed
development.
P:\Zzz2272101 mlAdmin-supportlCorrespondencelhepflexibledevelopmentapplication1 .doc
.
.
ADDENDUM
FLEXIBLE DEVELOPMENT REQUEST
HOMELESS ASSISTANCE PROJECT, INC.
1120 N. BETTY LANE
CLEARWATER, FL 33755
The following information is provided to the City of Clearwater to assist in the review and
processing of the Flexible Development Application of the Homeless Assistance Project, Inc.
(HEP). The information is provided following recent meetings with City Planning and
Engineering staff.
I. Parcel II A" - Bargain Barn (retail/furniture restoration/training) Facility
The Applicant meets the code requirement for a 25-foot setback on N. Betty Lane. A 25-
foot setback is also required by code along Engman and Fairbum. The Applicant is
requesting the City's concurrence to provide a 15-foot setback on Fairburn and a 19-foot
setback on Engman. The request will enable the Applicant to consolidate the existing
uses currently occurring in multiple buildings on-site along with required parking and
stormwater facilities. The usable floor area of the existing buildings includes 17,376
square feet. The proposed floor area of the single new building will include 13,230
square feet.
There are currently an undefined number of parking spaces that do not meet code
requirements. The Applicant proposes to provide twenty-seven (27) striped spaces
including two (2) handicapped spaces. The proposed number of spaces is adequate to
meet the on-site parking demands of the proposed 13,230 square foot facility. Please
refer to the Applicant's response to DA. in Exhibit C of the application package for
additional information concerning the unique parking needs of the HEP facility.
II. ParcellB" - Residential Shelter
The City currently requires a 25-foot setback from N. Betty Lane. The Applicant
proposes to provide a 16-foot setback. The reasons for the reduced setback includes:
1. The requirement of staircases at the east and west ends of the proposed
residential.
2. The provision of a handicapped accessible ramp.
3. The requirement of maintaining wetland setbacks.
There is currently a 25-foot wetland buffer along Stevenson Creek, which includes a 20-
foot setback. The Applicant is meeting SWFWMD's setback criteria as well.
III. Parcel "C"_ Service Building Expansion
The Applicant is removing a 1,300 square foot modular structure that currently serves as
an administrative office. This modular structure is being replaced with a 4,765 square
foot addition/renovation of the current single story office building, which currently serves
as a dental clinic and client services office. The addition/renovation includes adding to
the existing first floor along with a-new second floor.
r-
.
.
.
The removal of the existing administrative modular structure will result in the addition of
six (6) parking spaces with increased landscaping along Fairburn Avenue. The Applicant
is adding six (6) parking spaces in lieu of the eleven (11) required spaces. The
justification for this request includes the fact that no additional staff will be
accommodated in the addition/renovated building. Existing staff will simply relocate to
the new building. Please refer to the Applicant's response in D.4. in Exhibit C of the
application package for additional information concerning the unique parking needs of
the HEP facility.
VI. Other Staff Concerns
A. Location of Dumpster
There is no need for a dumpster at the HEP campus. The HEP owns and
operates its own truck and provides its own disposal through an ongoing
agreement to dispose at no charge.
B. Loading Bay
There is no need for a loading bay at the proposed facility. Clothing and other
household goods are dropped off at a different location on the HEP campus.
HEP employees then transfer the items to the Bargain Barn during non-business
hours.
C. Signage
The existing sign on ParcellB" will be removed.
The sign on Parcel II A" will be relocated and lowered to meet City code
requirements (height will be 1.5 times width and located five feet from the
property line).
D. Building Color
Building color will be approved by the HEP Board of Directors and will be
acceptable to City Staff.
E. Sidewalks
The applicant does not propose to provide sidewalks at this time, as the
proposed renovations redevelopment will not exceed 50 percent of the assessed
valuation of the campus property. Safe pedestrian movement will be maintained
with existing sidewalks internal and external to the property. No development or
additional pedestrian activity is proposed along Cedar Street. A sidewalk
currently exists on the south side of Cedar and north side of Engman servicing
HEP and neighborhood residents.
P:\AAA 1 OOO\Dgildersleeve\Final\hep,application,addendum.doc
Wade-Trim
.
.
May 22, 2002
Mr. Brian A. Barker, PE
Civil Engineer II
City of Clearwater
Public Works Administration
100 S. Myrtle Avenue
Suite 200
Clearwater, FL 33758-4748
Re: Homeless Emergency Project, Inc.
Case: FLD 02-24-09
It is my understanding that your office only received a portion of our submitted documentation and
calculations. Attached please find revised calculations for the project. In addition, please be aware that
per South West Florida Water Management District (SWFWMD) request, we have split the drainage
calculations into two reports. One (1) for "Site B" next to Stevensons Creek and one (1) report for sites
"A" and "C". Below are the following stormwater comments:
Stormwater Comments
Comment 1: Clarify how ponds outfall directly to Stevenson Creek.
Response 1: Site "B" is contiguous to Stevensons Creek, and in its current condition,
discharges directly into the creek. Wade-Trim was advised by SWFWMD during
our Pre-application meeting to treat .5" of the Site "B" area and then discharge into
the creek. Treatment ponds recovery time is less then 24-hours per the City of
Clearwater's criteria.
Comment 2: It appears that the southernmost site enters city storm system.
Response 2: Both Sites "A" and "C" outfall to the same city storm system. Consequently we
have provided treatment for 1-inch of area over Site "A" and 1-inch of treatment
over the impacted area of Site "C". In addition we have attenuated the difference
between the pre and post condition discharge at Site "A", once again, taking into
account the small addition impervious area on Site "e". The dry treatment pond
recovers in less than 24-hours through a combination of percolation and under-
drain.
If you have any further question or comments, please don't hesitate to call me at 813.882.8366.
Sincerely,
WADE-TRIM, INC.
~k~~
Mike Reineke, E.!.
Project Engineer
Engineering . Landscape Architecture . Planning . Sciences . Surveying
FL LC Reg. No. C000121
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ZZZ2272.01 (415)
P:\Zzz2272\01 m\Admin-support\Correspondence\storm response. doc
Attachments
4919 Memorial Highway' Suite 200 . Tampa, FL 33634' 813.882.8366 . 888.499.9624 . FAX: 813.884.5990 . www.wadetrim.com
~-~.~~-~.-
.
.
FLD 02-04-09
1120 North Betty Lane
Parcel numbers involved:
Site A:
10/29/15/26550/003/0010
10/29/15/26550/003/0030
10/29/15/26550/003/0040
10/29/15/26550/003/0100
Site B:
10/29/15/69048/005/0160
Site C:
10/29/15/26550/006/0010
10/29/15/26550/006/0020
10/29/15/26550/006/0040
10/29/15/26550/006/0060
10/29/15/26550/006/0110
~
.
.
EXHIBIT "B"
PROJECT DESCRIPTION
SUMMARY OF FLEXIBLE DEVELOPMENT REQUESTS
Proiect Description
The Emergency Housing Project (HEP) proposes three (3) primary activities associated with its
campus located on N. Betty Lane in the City of Clearwater. The proposed development will
require consideration under the City's Flexible Development Criteria and a rezoning on one
parcel.
Proposed project development activities' are as follows:
.~
Service Building Expansion - 1120 Fairburn Avenue, Clearwater, Florida 33755
HEP proposes to consolidat~ its administrative/client services offices and enlarge its dental
clinic to better serve HEP clients. Administrative offices are currently housed in a prefabricated
unit located at the campus entrance along Fairburn Avenue. niese offices will be relocated to
the renovated office service building. A second story will be added to this building. The
removal of the existing prefabricated building will provide an additional six (6) parking spaces
and open space.
Bargain Barn (retail/furniture restoration/traininq) Facilitv - 1212 N. Betty Lane, Clearwater,
Florida 33755.
HEP proposes to replace the dilapidated garages and buildings located adjacent to one another
at 1212 N. Betty Lane with one larger centralized facility which will include a retail sales shop,
furniture repair shop, training program space, additional storage, parking area, stormwater
facilities, and landscaping. The proposed development will include demolishing the dilapidated
garages and buildings located at 1212 N. Betty Lane, which are currently used for thrift
store/storage, and replacing with a new one-story multi-purpose building.
Permanent Supportive Housinq for Homeless Individuals with Disabilities - 1215 N. Betty Lane,
Clearwater, Florida 33755.
HEP proposes to construct eight (8) new single-room-occupancy (SRO) units of permanent
supportive housing for homeless persons with disabilities. Individuals will be leaving homeless
shelters, but their disabilities may preclude their living in transitional situations. They will move
directly into these units and will receive case management, individual and group counseling,
referrals, medical and dental assistance, as well as psychiatric medication management by an
on-site ARNP.
The Scope of this project includes the demolition of the deteriorated building located at 1215 N.
Betty Lane, which is currently used for thrift/storage uses and replacing it with eight (8) new
SRO units with associated parking, stormwater facilities, and landscaping.
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CITY OF CLEARWATER
POST OffiCI! Box 4748. CWRwAm, FLORIO'" 33758-4748
em HALL, 112 SoutH OSCEOLA AVENUE, CLEARWAO CWIfi.\ fl V ED
TF.I.F.PHONE (J2T) 562~040 ft\X (72"~J.40~
CITY MANAGER
MAY 1 4 2002
-'LAI\lNII\lt;. &. uE.VE..LOPMENJ
SERVICES
Xl '( ~)f- CLEARWATER
May 14,2002
Ms. Barbara Green
Administrator
Homeless Emergency Ptoje4;t, 104;.
1120 N. Betty Lane
Clearwater, FL 33755
Dear Ms. Green:
This letter is in reference to the parking along Fairburo Avenue, north of Engman Street and south
of Steveo:soos Creek. It is my understanding that you have been utilizing this atea for parking of 20
spaces over the years with approval from the {onner Assistant City Manager Bill Baker.
I understand you want to reestablish this area as an allowable parking area in accordance with the
City's Planning Department. I understand H.E.P. is currently being redeveloped under the City of
Clearwater's flexible redevelopment program. In quantifying the available parking at yow facilities
and sunounding neighborhood, the Ullage of thi5 right-af-way as a conununity parking area would
benefit in this plan. I do not anticipate any problem with this area for community parking.
Sincerely,
William B. Horne II
City Manager
BRlAN J. A[JNC.~T. M^YOK-COMM1~~IUN6R
F.o HAIIT, VlCl: MAYOK.COMMlssrONER WUITNEY GRAY, COMMl~SIONr.R
HoYT HAMIL'toN, COMMlSSIONllR . 611J.]OI'lSON, COMMISSIONER
"ROil"'. RMI'llWMFNT ANn Ar.r<rIlMATrvr. 1\("'1'rnN FMPi (Wllfl"
MAY-14-2002 12:05
p.02
.
.
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Tel: 727~42-9041
Fax:727~3~4875
Fax
To:
MR. WILLIAM HORNE
Frowm Barbera Green
Fax: 562-4052
D.te~ May 14,2002
Phone:
Peges: 3
..e:
-
ee:
o Urgent
o For Review Cl Pl.... Co","*,t X PI..se Reply
o 'Ie.- Recycle
-Comments; HI Bill. I .pp",cla'e ,,,,ur ..olp in this matter , this Is a big proJec:t tlti. ye.,
for us . ltut it sure will Itelp make us and the lHIighbol"hGocI look bette,. Attached Is ·
samp" 'otter , pDl" Wade Trlm If It wOrks, UfI. or wha' over works fDr you. M all ways W1t
need this y.stenlay .
th.n~.c..r1a-Gl'8en
~~
MAj-14-2002 12:06
P.03
e
.
HOMELESS EMERGENCY PROJECT, INC.
"Helping People to Help Themselves'!
A Charitable Outreach of Everybody's Taben1acle
Rep. Gut' M. Bilifakis
C..ong. Michael B;ljr\11~~
James Brown
l)atty Caccamo
J...cJ'Uist D'Ouvcira, Ph,D.
Kathy Eluh
Margaret Eldridge
Jane Flynn
Attorney Roland Fox
Wanda Frfe
Rev. Ott.o; C. Gr~on
Drake Haugh
C.Wtn. JohtL'iton, D.M-D.
R.o5anne Nobile
Rev. Da.vid Mc:Ahee Thank you for )'our timely assistance in this matter.
Be~erlty Mellow ..._~
Sincerel .
::~i=:O --~'_
~rban!l ~teen
Administrator
Homeless Emergency Project, lnc.
BOARD OF DI1U::CTORS
Broce E. F)fe
President
Rick Elkin'
Wee Prelidcnt
Dba Johnston.
$ecnratyITrt:8lilJrtU
Barbara GTeen
Administrator
May 13, 2002
Mr. Bill Home
City Manager
City of CleBlWater
112 S. Osceola Avenue
Clearwater, Florida 33755
Re: Parking in Fairburn Avenue right-of..way north of Engman Street
Dear Bill:
For many years Homeless Emergency Project, Inc. (Everybody's
Tabernacle) has been utilizing the right of way along Fairbum A venue just
north of Engman Street and south of Stevensons creek for use as a 20-
space community parking area. This was done with the concurrency of the
City Manager Bill Baker's approval.
Select portions of the HEP Campus are currently being redeveloped under
the City of Clearwater flexible redevelopment program. In quantifying the
available pal1<in9 at our facilities and surrounding neighborhood, the usage
of this right of way as a community parking area tlas come into question. In
the production of a Master Site Plan for our facilities the City's Planning
Department has requested that we reestablish this area 8S an allowable
park.ing area. Consequently, we are asking for your affirmation that this area
can indeed continue to be used as a community parking area to aid in the
review of our redevelopment plan.
1120 North Betty Lane, Clearwater" FL 33755
(727) 44Z~9041 FAX (727) 443-4875
M~/-14-2002 12:06
P.04
.
.
(Sample Letter)
Barbara Green, Administrator
Homeless Emergency Project, Inc.
1120 N. Betty Lane
Clearwater, Florida 33755
Dear Barbara,
This letter is in reference to the parking along tJ1e Fairburn Avenue north of Engman Street and
south of Stevensons Creek. It is my understanding that you have been utilizing this area for parking
of 20-spaces over the years with approval from the former City Manager, Bill Bakers.
I understand you want to reestablish this area as an allowable parking area in accordance with the
City's Planning Department. I understand H.E.P. is currently being redeveloped under the City of
Clearwater flexible redevelopment program. In Quantifying the available parking at your facillties
and surrounding neighborhood, the usage of this right of way as a community parking area would
benefit in this plan. I do not anticipate any problem with using this area for community parking.
Bill Horne
City Manager
TOTAL P.04
-
e
Nicodemus, Sherrie
From:
Sent:
To:
Cc:
Subject:
Nicodemus, Sherrie
Tuesday, May 21, 2002 9:49 AM
Wilson, Denise A.
Tarapani, Cyndi
RE: Barbara Green Ltr
Cyndi has reviewed the 5/14 letter and said that it is okay for the Manager to sign.
Sherrie Nicodemus
x4582/Planning
-----Original Message-m-
From: Wilson, Denise A.
Sent: Tuesday, May 21,20029:28 AM
To: Tarapani, Cyndi
Cc: Nicodemus, Sherrie
Subject: Barbara Green Ltr
Importance: High
I faxed to you last week (May 14) a Itr that Barbara Green asked Bill to sign. You were going to review and let me
know what he can or cannot say. I have not heard back on this.
Denise
1
.'., -
.
.
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION!
WATER MANAGEMENT DISTRICTS!
u.S. ARMY CORPS OF ENGINEERS
JOINT APPLICATION FOR
ENVIRONMENTAL RESOURCE PERMIT!
AUTHORIZATION TO USE
STATE OWNED SUBMERGED LANDS!
FEDERAL DREDGE AND FILL PERMIT
FILE COPY
Pinellas County
Homeless Emergency Project, Inc.
Site A and Site C
FORM 547.27/ERP (8-94)
Rule 40D-1.659, FAC.
P:\Zzz2272\02m\Docs\GovtSvcs\SWFWMD\ERP SECT-A THRIFT.doc
FLP D2 .()4-. D'
EN I ONMENTAL RESOURCE
PERMIT ApPLICATION
SOUTHWEST FLORIDA WA TER
MANAGEMENT DISTRICT
2379 BROAD STREET BROOKSVILLE, FL 34609-6899
(904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476
FOR AGENCY USE ONLY
ACOEApplicalion #
Date Received
Proposed Project Latitude --'-'-'--N_N______O
Proposed Project Longitude ___N~N~O
DEPIWMD Application #
Date Received
Fee Received $
FeeRlilceipt#
SECTION A
PART 1:
Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface
waters? 0 yes X no
Is this application being filed by or on behalf of an entity eligible for a fee reduction? 0 yes X no
PART 2:
A. Type of Environmental Resource Permit Requested (check at least one)
[] Noticed General - include information requested in Section B.
[] Standard General (single-family dwelling)-include information requested in Sections C and D.
[J Standard General (all other projects) - include information requested in Sections C and E.
X :Standard Generlll (minor systern~)- inclUde information requested in Sections C.and H.
D Standard General (borrow pits) - include information requested in Sections C and I.
[] Individual (single family dwelling) - include information requested in Sections C and D.
D Individual (all other projects) - include information requested in Sections C and E.
[] Individual (borrow pits) - include information requested in Sections C and I.
[] Conceptual - include information requested in Sections C and E.
D Mitigation Bank (construction) - include information requested in Section C and F.
(If the proposed mitigation bank involves the construction of a surface water management system requiring another
permit listed above, check the appropriate box and submit the information requested by the applicable section.)
[] Mitigation Bank (conceptual) - include information requested in Section C and F.
B. Type of activity for which you are applying (check at least one)
X (:()nstruetlon oroperatio f a new syst~m, Including dredging or filling in, on Or.over wetlands allclother surface
waters. (If reapplying expired, de.llied or withdrawn permit/application, please provide prevl()us permit #.)
D Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP.
[] Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit
# and check applicable modification type.
D Alteration of a system D Extension of permit duration D Abandonment of a system
D Construction of additional phases of a system D Removal of a system
C. Are you requesting authorization to use State Owned Submerged Lands. D yes X no
If yes, include the information requested in Section G.
D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested:
D Individual [] Programmatic General [] General D Nationwide X Not Applicable
E. Are you claiming to qualify for an exemption? n yes X no
If yes, provide rule number if known. N/A
FORM 547.27/ERP(8-94)A
.
.
PART 3:
A. OWNER(S) OF LAND
B. APPLICANT (IF OTHER THAN OWNER)
NAME:
BARBARA GREEN
NAME:
COMPANY AND TITLE
HOMELESS EMERGENCY PROJECT / ADMINISTRATOR
COMPANY AND TITLE
ADDRESS:
1120 NORTH BETTY LANE
ADDRESS
CITY, STATE, ZIP:
CLEARWATER, FL 33755
CITY, STATE, ZIP
TELEPHONE
(72 7) 442-9041
TELEPHONE
FAX
(727) 443-4875
FAX
C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT
IS USED)
D. CONSULTANT (IF DIFFERENT FROM AGENT)
NAME:
NAME:
J. RICHARD CLA YBROOKE
COMPANY AND TITLE:
COMPANY AND TITLE
WADE-TRIM, INC / PROJECT MANAGER
ADDRESS:
ADDRESS
4919 MEMORIAL HWY., SUITE 200
CITY, STATE, ZIP:
CITY, STATE, ZIP
TAMP A, FL 33634
TELEPHONE:
TELEPHONE
(813) 882-8366
FAX:
FAX
(813) 884-5990
PART 4: PROJECT INFORMATION
A. Name of project, including phase if applicable: HOMELESS EMERGENCY PROJECT, SITE A AND SITE C
B. Is this application for part of a multi-phase project? n yes X no
C. Total applicant-owned area contiguous to the project: 1.00 AC
D. Total project area for which a permit is sought: 1.00 AC
E. Total impervious area for which a permit is sought: 0.665 AC
F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters: Not
Applicable
G. Total number of new boat slips proposed: Not Applicable
FORM 547.27/ERP(8-94)A
. .
PART 5: PROJECT LOCATION (use additional sheets, if needed)
County(ies): PINELLAS
Section(s): 10 Township: 29 Range: 15E AND 19E
Land Grant name, if applicable:
Tax Parcel Identification Number:
Street address, road, or other location: 1212 N. BETTY LANE
City, Zip Code, if applicable: CLEARWATER, 33755
PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM OR ACTIVITY.
PROPOSED CONDITIONS
Site "A"
The proposed condition includes the construction of a 13,975 square foot building along with its accompanying
asphalt drive, parking and detention ponds for water quality and quantity. The site stormwater system will be
designed to encompass both SWFWMD and City of Clearwater criteria. The detention ponds will provide
treatment for 1.0 inches of rainfall over the site area while maintaining 0.5 foot of free-board, see Appendix 2 for
Modified Rational, water quality and quantity calculations and Appendix 3 for pond volume calculations. Pond 1
will be a wet detention pond that that will provide 1,713 c.f. of treatment, with total recovery in 161 hours, and a
attenuation volume of 2,385 c.f., see Appendix 4 for weir draw-down calculations and Appendix 5 for orifice
draw-down calculations. Outfall will be to the City of Clearwater Stormwater system at a right of way grate inlet
just north of the proposed Pond 1. Pond 2 will be a dry detention pond that will treat 1,983 c.f. of stormwater and
overflow access stormwater into Pond 1 through as outfall structure, see Appendix 6 for Modret treatment draw-
down data, 44.5 hours, for Pond 2. The SHW elevation for the site is tidally driven. The Mean High Tide to per
the nearest tidal station at the mouth of Stevensons Creek is 1.3 NGVD 29 with Low Tide at elevation -0.7
NGVD 29. Given this data we have established a SHW elevation of 4.25 for pond 1, the easterly most pond
location, and 6.25 for pond 2, the westerly most pond location.
Site "C"
The proposed condition includes the removal of a 1,300 square foot trailer and 151 square foot accompanying
ramp. The trailer area will be redeveloped with six parking spaces with two green-islands. In addition, the
existing one story medical facility on the site will have an 816 square foot addition added onto its west edge.
Consequently the site will experience a net increase of 541 square feet of impervious area. Since the
stormwater receiving locations for both Site "A" and Site "C'" are the same stormwater system, the additional
stormwater quality and quantity values generated by 541 square feet of additional area at Site "c" will be
added to the pond system at Site "A", refer to Modified Rational Calculations for the additional square
footage.
FORM 547.27/ERP(8-94)A
PART 7:
A. If there have been any pre-application meetings for the proposed project, with regulatory staff,
please list the date(s), location(s), and names of key staff and project representatives.
Date{s)
12/29/02
Location{s)
SWFWMD Tampa Office
Names
Scott Hickerson, PE
Michael Reineke, EI
B. Please identify by number any MSSW/WRM (dredge & fill)/ERP/ACOE permits or applications
pending, issued or denied and any related enforcement actions at the proposed project site.
c. Note: The followinq information is required for proiects proposed to occur in, on or over
wetlands that need a federal dredqe and fill permit and/or authorization to use state owned
submerqed lands. Please provide the names, addresses and zip codes of property owners
whose property directly adjoins the project (excluding applicant) and/or is located within a 500
foot radius of the project boundary (for proprietary authorizations, if any). Please provide a
drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed).
FORM 547.27/ERP(8-94)A
.
.
PART 8:
A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and/or
proprietary authorizations identified above, according to the supporting data and other incidental information filed with this
application. I am familiar with the information contained in this application, and represent that such information is true
complete and accurate. I understand that knowingly making any false statement or representation in the application is a
violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. I understand this is an application and not a permit and
work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued
pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management
district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to
operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responSible
operation entity.
BARBARA GREEN
HOMELESS EMERGENCY PROJECT, INC. / ADMINSTATOR
pplicant or Agent
Corporate Title, if applicable
4 - ::L~ ~ Q 1-
Date
B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED:
I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the
processing of this application for the permit and/or proprietary authorization indicated above; and to fumish, on request,
supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation,
to perform any requirement which may be necessary to procure the permit or authorization indicated above.
~ ~erorAPPlicant
Signature of Owner or Applicant
Corporate Title, if applicable
4--)S'-02-
Date
C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE
FOLLOWING:
I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after
receiving prior notification, to any site visit on the property by agents or person rei from the Department of Environmental Protection,
the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of
the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may
be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to
monitor authorized work if a permit is granted.
BARBARA GREEN HOMELESS EMERGENCY PROJECT, INC. I ADMINSTATOR
Typed/Printed Name
Corporate Title, if applicable
Signature of Owner or Applicant
Date
D. I certify that the engineering features of this surface water management system have been designed by me or under my
responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules and
specifications. I further a e that I or my engineering firm will furnish the applicant! permittee with a set of guidelines and
schedules f ~ mai en and operation of the surface water management system.
J. RICHARD CLAYBROOKE 51329
Name (please type)
WADE-TRIM, INC.
FL PE No.
Company Name
Date: :I /t ~ z..
(813) 882-8366
4919 MEMORIAL HWY, SUITE 200
Phone:
Company Address
TAMPA, FL 33634
City" State, Zip Code
FORM 547.27/ERP(8-94)A
~EJI"tU.
THis FORM IS INTENDED TO FACILITATE AND GUIDE THE DIALOGUE DURING A PREAPPLlCATION MEETING BY PROVIDING A PARTIAL
"PROMPT LIST" OF DISCUSSION SUBJECTS. IT IS NOT A LIST OF REQUIREMENTS FOR SUBMITTAL BY THE APPLICANT.
Southwest Florida Water Management District
Resource Regulation Division
PRE-APPLICATION MEETING NOTES
FILE No. 29.15.10.wad
Date:
Project Name:
Attendees:
February 26,2002
H.EP. Church
Michael Reineke, El., Wade-Trim
# Scott S. Hickerson, P.E
MAR 1 3 2002
,; ?,DE-TR1M, INC.
County:
Total Land acreage:
Pinellas
N/A
S/T/R:
Project acreage:
10/29S/15E
N/A
Prior Onsite/Offsite Permit activity:
· N/A
Project Overview:
. Existing development site to be reconfigured and added to.
Environmental Discussion: (Wetlands Onsite, Wetlands On Adjacent Properties, Delineation, T&E species, Easements, Drawdown
Issues, Setbacks, Justification, Elimination/Reduction, PermanentlTemporary Impacts, Secondary and Cumulative Impacts, Mitigation Options, SHWL,
Upland Habitats, Site Visit, etc.)
· N/A
Sit~ Information Discussion: (SHW Levels, Flood plain, Tailwater Conditions, Adjacent Offsite Contributing Sources, Receiving
Waterbody, etc.)
· N/A
Water Quantity Discussion: (Basin Description, Storm event, Pre/Post Volume, Pre/Post Discharge, Other)
. Mostly in floodplain on Stevenson Creek.
. If fill is proposed in riverine floodplain - provide compensation.
Water Quality Discussion: (Type of Treatment, Technical Characteristics, Non-presumptive Alternatives, etc.)
. Water quality treatment required for new impervious or equivalent treatment.
Sovereign Lands Discussion: (Determining Location, Correct Form of Authorization, Content of Application, Assessment of Fees,
Coordination with FDEP)
· N/A
Operation And Maintenance, Legal Information: (Ownership or Perpetual Control, O&M Entity, O&M Instructions,
Homeowner Association Documents, Coastal Zone requirements, etc.)
· N/A
Page 1 of2 (A:\1pre-app.form.wpd)
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Wade-Trim
.
Letter of Transmittal
WT189-02
If transmitted items are not as noted, notify writer immediately.
To: City of Clearwater
Planning Department
100 South Myrtle Avenue
Clearwater, FL 33756
Attn: Kevin Garriott
Building Official
Date: April 24, 2002
Transmitted By: Regular Mail
X Hand Delivered
Overnight Delivery
RE:
Homeless Emergency Project Flexible Development
Application
Picked Up By:
Other:
We are transmitting 13 copies of the following:
Certification for Payment No.
Change Order No.
Construction Change Req. No.
Copy of Letter
Discs
Prints
Specs.
Tracings
Drawings
Product Literature
Field Measure Plans
Samples
Shop Drawings
Work Orders No.
X Plans
X Other: Survey, Flexible Development Application, Check
For your:
Action
As Requested
Distribution
Information
X Review/Comment
Use
Approval
Records /Files
Signature
Remarks:
Attached is one check for the $1,205 Flexible Development Application fee, one (1) original and twelve (12) copies of
the signed and sealed site plan, one (1) original survey, one (1) original SWFWMD application, one (1) original and
twelve (12) copies of the landscape plan, and two (2) signed and sealed drainage reports with calculations enclosed.
Job No.
ZZZ2274.02 (125)
By:
Chris R. Logan, EI
cc:
Michael Reineke, EI- Wade-Trim
J. Richard Claybrooke, PE - Wade-Trim
Barbara Green - Homeless Emergency Project, Inc.
scc:
Engineering . Landscape Architecture . Planning . Sciences . Surveying...."'IIIII.
.~..~
4919 Memorial Highway _ Suite 200 _ Tampa, FL 33634 - 813.882.8366 - 888.499.9624 - FAX: 813.884.5990 - www.wadetrim.com ~~~ J
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CITY OF CLEARWATER
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRUE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
LONG RANGE PlANNING
DEVELOPMENT REvIEW
June 20, 2002
Ms. Barbara Green
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, FL 33755
FILE
RE: Development Order - Case FLD 9;2 94 O~ 1120 North Betty Lane (Master address;
Request involves 1120 Fairburn Avenue, 1212 North Betty Lane and 1215 North Betty
Lane)
Dear Ms. Green:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On June 18, 2002, the Community Development Board reviewed your
Flexible Development application, as a Comprehensive Infill Redevelopment Project, with the
following requests:
. Site A (1212 N. Betty Lane) - Permit the construction of a retail sales use (thrift store) in the
Commercial District with 1) a reduction in the front (east) setback along N. Betty Lane from
25 feet to 24 feet to pavement; 2) a reduction in the front (north) setback along Engman
Street from 25 feet to 19 feet to building and from 25 feet to 15 feet to pavement; 3) a
reduction in the front (west) setback along Fairburn Avenue from 25 feet to 15 feet to
building and pavement; and 4) a reduction in required parking from 56 spaces to 47 spaces;
. Site B (1215 N. Betty Lane) - Permit a residential shelter in the Commercial District with 1)
a reduction in front (west) setback along N. Betty Lane from 25 feet to 15 feet to stairwell
and from 25 feet to 23 feet to building; and 2) a reduction in the rear (east) setback from 20
feet to 10 feet to stairway ramping; and
. Site C (1120 Fairburn Avenue) - Permit the expansion of an existing social service agency in
the Institutional District with 1) a reduction in the front (west) setback along Fairburn
Avenue from 25 feet to 8.64 feet to building and from 25 feet to four feet to pavement; and 2)
a reduction in required parking from 11 spaces to 6 spaces for the expanded floor area.
Based on the application and the staff recommendation, the Community Development Board
(CDB) APPROVED the application with the following bases and conditions:
BRIAN J. AUNGST, MAYOR-COMMISSIONER
ED HART, VICE MAYOR-COMMISSIONER WHITNEY GRAY. COMMISSIONER
HoYf HAMILTON, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
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.
.
June 19,2002
Green - Page Two
Bases of Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.B and Section 2-l204.A.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That any change in ownership on Site A (retail thrift store) be evaluated for complementary
operational characteristics and parking demand, and may require approval by the Community
Development Board (CDB);
2. That the landscape plan for Site C be amended to include a hedge along the north and east
sides of the parking lot in the northeast comer of the property, to the satisfaction of Staff,
prior to the issuance of any permits for Site C improvements;
3. That any existing or future dumpsters on either Sites A, B or C be located, designed, properly
enclosed and constructed in accordance with City standards;
4. That the color of proposed buildings be consistent with existing buildings and be approved by
City staff prior to the issuance of building permits for those buildings; and
5. That all signage meet Code, including the removaVredesign of any existing nonconforming
signs, through building permits prior to the issuance of a certificate of occupancy for the
applicable site.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (June 18, 2003). All required certificates of occupancy shall be
obtained within one year of the date of issuance of the building permit. Time frames do not
change with successive owners. The Community Development Board may grant an extension of
time for a period not to exceed one year and only within the original period of validity.
Please be aware that the issuance of this Development Order does not relieve you of the necessity
to obtain any building permits or pay any impact fees that may be required. In order to facilitate
the issuance of any permit or license affected by this approval, please bring a copy of this letter
with you when applying for any permits or licenses that require this prior development approval.
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may
be initiated by a property owner abutting the property which is the subj ect of the approval within
14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay
the effect of the decision pending the final determination of the case. The appeal period for your
case expires on July 2, 2002.
',. '*
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.
.
.
June 19,2002
Green - Page Three
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4558.
Very truly yours,
ft;~aC
Cynthia Tarapani, AICP
Planning Director
Cc: Mr. Michael Reineke, W ade- Trim
Mr. Michael Holmes, City Of Clearwater Housing
S:IPlanning Department\C D BIFlexl/nnactive or Finished ApplicationslBetty N / / 20 Homeless Emergency Project-
ApprovedlBetty N / /20 Development Order. doc
.
.
; Clearwater
FILE
City of Clearwater
Planning Department
100 S. Myrtle Ave., 2nd Floor
Clearwater, FL 33756
Telephone: (727) 562-4567
Fax: (727) 562-4865
(j
Fax Cover Sheet
To: Ms. Barbara Green
Fax: 443-4875
Phone: 442-9041
From: Planning
\-
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Date: 6110/02
SubUJect: FL 02-04-09
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Message: Staff Report for you records.
Number of Pages including this page ( 3
.
.
; Clearwater
FILE
City of Clearwater
Planning Department
100 S. Myrtle Ave., 2nd Floor
Clearwater, FL 33756
Telephone: (727) 562-4567
Fax: (727) 562-4865
(j
Fax Cover Sheet
To: Michael Reineke of Wade Trim
Fax: 813-884-5990
Phone:
~
From: Planning
Date: 6110/02
SUbUJect: FL 02-04-09 or Job no. ZZZ2272-01 (415)
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Message: Staff Report for you records.
Number of Pages including this page (3
.
-
PLANNING DEPARTMENT
CORRESPONDENCE/CONVERSA TION TRACKING FORM
Case: Ft-P o'Z-- 0 4- - 0 q
DRC date: s II "'I Q z.
CDB date: ~ 0 1.--
Include all conversations related to the case with contact and phone number, date received
correspondence/plans, etc.
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.
DRAFT
May 16, 2002
Ms. Barbara Green
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, Florida 33755
RE: Flexible Development application (Case No. FLD 02-04-09), as a Comprehensive Infill
Redevelopment Project, with the following requests:
. Site A-I) Reduction in the front (east) setback along N. Betty Lane from 25 feet to
24.77 feet; 2) Reduction in the front (north) setback along Engman Street from 25 feet
to 15 feet to building and pavement; 3) Reduction in the front (west) setback along
Fairburn Avenue from 25 feet to 15 feet to building and pavement; and 4) Reduction
in required parking from x spaces to y spaces;
. Site B-1) Permit a residential shelter in the Commercial District; 2) Reduction in
front (west) setback along N. Betty Lane from 25 feet to 21 feet to stairwell;
. Site C - 1) Permit a social service agency in the Institutional District; 2) Reduction in
the front (west) setback along Fairburn Avenue from 25 feet to 8.64 feet to building
and from 25 feet to four feet to pavement; and 3) Reduction in required parking from
x spaces to y spaces.
Dear Ms. Green:
The Planning Staff has reviewed your Flexible Development application, as a Comprehensive
Infill Redevelopment Project, with the following requests:
. Site A-I) Reduction in the front (east) setback along N. Betty Lane from 25 feet to 24.77
feet; 2) Reduction in the front (north) setback along Engman Street from 25 feet to 15 feet to
building and pavement; 3) Reduction in the front (west) setback along Fairburn Avenue from
25 feet to 15 feet to building and pavement; and 4) Reduction in required parking from x
spaces to y spaces;
. Site B-1) Permit a residential shelter in the Commercial District; 2) Reduction in front
(west) setback along N. Betty Lane from 25 feet to 21 feet to stairwell;
. Site C - 1) Permit a social service agency in the Institutional District; 2) Reduction in the
front (west) setback along Fairburn Avenue from 25 feet to 8.64 feet to building and from 25
feet to four feet to pavement; and 2) Reduction in required parking from x spaces to y spaces.
.
.
at property generally located at 1120 N. Betty Lane. After a preliminary review of the submitted
documents, staff has determined that the application is complete pending receipt of the
following:
1. Provide a written response to all General Applicability criteria and all Comprehensive
Infill Redevelopment Project criteria addressing all reductions for each site (A, B and C),
including parking reductions.
2. Site A:
a. Provide letter of authorization/permission from the City to utilize Fairburn Avenue
for parking;
b. Revise the site plan to provide 24 feet wide drive aisle east of building and
elimination of the sidewalk adjacent to east side of building;
c. Provide building dimensions on site plan;
d. Investigate possibility of installing projecting awning on east side of store over the
windows for shading of windows.
e. Loading space required, a minimum of 12 feet wide by 35 feet long;
f. Show dumpster location, including the enclosure details;
g. Show sign location, including setback from property line. Height of sign must meet
Code (maximum of 1.5 times the width of the sign);
h. Revise elevation drawings for thrift store to show building entrance on south side of
building and no overhang/walkway on east side of building; and
i. Provide proposed building materials and color of building.
3. Site B:
a. Site plan needs to show double stairs on west (front) and east (rear) sides, stairs to
ground and sidewalk, shifting building as necessary;
b. Revise site plan to provide parking based on one space per each two residents (or a
total of four spaces, including one handicap space);
c. Need to address trash removal;
d. Show sign location, sign area and color of sign; and
e. Provide proposed building materials and color of building.
4. Site C:
a. Show proposed location accurately the open, second-floor walkway connecting the
two buildings;
b. Clarify whether second floor will extend out eastward over existing restrooms on east
side and indicate such on site plan;
c. Clarify ifthere will be windows on west elevation (first and second floors);
d. Clarify ifthere will be windows on south elevation (second floor);
e. Revise east, north and south building elevations to show building extension on
existing first floor;
f. Provide the height of buildings
g. Clarify location of handicap parking space(s), which may be required to be upgraded
to current Code provisions;
h. Need to address trash removal;
1. Show attached signage either on elevations or on separate plans, including
dimensions, sign area and color of signage; and
.
.
J. Provide proposed building materials and color of building.
The application has been entered into the Department's filing system and assigned the Case
Number FLD 02-04-09.
The Development Review Committee will review the application for sufficiency on May 16,
2002, at 3 :00 p.m. in the Planning Department conference room - Room 216 - on the second
floor ofthe Municipal Services Building, 100 South Myrtle Avenue, in Clearwater.
You or your client must be present to answer any questions that the Committee may have
regarding your application.
Please be aware that 15 additional sets of the complete resubmittal of all required information, to
include copies of the application, survey, site plan (with all required changes), affidavit of
authorization, etc. will be required by Noon on May 20,2002, in order to be placed on the June
18,2002 Community Development Board (CDB) agenda.
If you have any questions, please do not hesitate to call me at 727-562-4504.
Sincerely yours,
Wayne M. Wells, AICP
Senior Planner
Cc: Michael R, W ade- Trim
r'
.
.
DRAFT
May 21,2002
Ms. Barbara Green
Homeless Emergency Project, Inc.
1120 North Betty Lane
Clearwater, Florida 33755
Re: Community Development Board Meeting (FLD 02-04-09)
Dear Ms. Green:
The Flexible Development application (Case No. FLD 02-04-09), as a Comprehensive Infill
Redevelopment Project, with the following requests:
. Site A-I) Reduction in the front (east) setback along N. Betty Lane from 25 feet to 24.77
feet; 2) Reduction in the front (north) setback along Engman Street from 25 feet to 15 feet to
building and pavement; 3) Reduction in the front (west) setback along Fairburn Avenue from
25 feet to 15 feet to building and pavement; and 4) Reduction in required parking from x
spaces to y spaces;
. Site B-1) Permit a residential shelter in the Commercial District; 2) Reduction in front
(west) setback along N. Betty Lane from 25 feet to 21 feet to stairwell;
. Site C - 1) Permit a social service agency in the Institutional District; 2) Reduction in the
front (west) setback along Fairburn Avenue from 25 feet to 8.64 feet to building and from 25
feet to four feet to pavement; and 3) Reduction in required parking from x spaces to y spaces.
for property located at 1120 N. Betty Lane has been scheduled to be reviewed by the Community
Development Board on June 18,2002.
The meeting will take place at 2:00 p.m. in the City Commission Chambers, 3rd floor of City Hall
at 112 S. Osceola, Clearwater.
If you have any questions, please do not hesitate to call me at 727-562-4504.
Sincerely,
Wayne M. Wells, AICP
Senior Planner
/"
.
.
Cc: Michael R, W ade- Trim
MAY 21 '02 10: 10AM WADE
.
P.V3
Attention:
Mr. Wayne Wells
Total Number of Pages 3
FAX Transmission
Firm: City of Clearwater
Fax No.: (727) 562-4576
From: Michael Reineke
Date: May 21,2002
Re: HEP Master Plan
Job No.: ZZZ2272.01 (415)
Comments: Attached, please find the follow-up information requested on May 20, 2002,
regarding the issues we discussed. A hard copy will follow with the revised
fifteen (15) sets of construction plans that we hope to deliver to your office
tomorrow.
Engineering . Landscape Architecture . Planning . Sciences . Surveying ~!,
491 ~ Memorial Highway. Suite 200 . Tampa, FL JJ634 . 613.662.8366 . 8M.499.9a~4 . FAX: 813.S84.5990 . WWW.wadBtrim.com a.~~..
......-.
e
Letter of Transmittal
WT189-02
....--
Wade-Trim
If transmitted items are not as noted, notify writer immediately.
To: City of Clearwater
Date: May 22, 2002
Attn: Wayne Wells
Transmitted By:
Regular Mail
x Hand Delivered
Overnight
Delivery
RE:
HEP
Case # FLD 02-04-09-1120
Picked Up By:
Other:
We are transmitting -Lcopies of the following:
Change Order No. _
Construction Change Req. No. _
Copy of Letter
Other:
Drawings
Field Measure Plans
Product Literature
Specs.
Tracings
Work Orders No.
Certification for Payment No. _
Discs
2 Prints
Plans
Samples
Shop Drawings
For your:
Action
As Requested
Distribution
Information
Review/Comment
Use
X Approval
Records /Files
Signature
Remarks:
Attached, please find 15 set of plans, elevation
3 set of revised drainage calculations
1 original Addendum to Flexible Development Request (Previously faxed to your attention)
Thanks,
Michael Reineke
Job No.
ZZZ2272.01
By:
MR
cc:
scc:
Engineering . Landscape Architecture . Planning . Sciences . Surveying ...."'11II.
r~....
4919 Memorial Highway _ Suite 200 - Tampa, FL 33634 - 813.882.8366 - 888.499.9624 - FAX: 813.884.5990 - www.wadetrim.com l.~ J
."~IiII.
Wade-Trim
.
Letter of Transmittal
WT189-02
If transmitted items are not as noted, notify writer immediately.
To:
Clearwater Planning Department
100 S Myrtle Avenue Suite 210
Clearwater, FL 33758-4748
Date: May 22, 2002
Transmitted By:
Regular Mail
Hand Delivered
x Overnight Delivery
Attn: Mr. Wayne Wells
RE:
HEP
Picked Up By:
Other:
We are transmitting 15 copies of the following:
Certification for Payment No.
Discs
Prints
Specs.
Change Order No.
Construction Change Req. No.
Copy of Letter
Other:
Drawings
Field Measure Plans
Product Literature
Tracings
Work Orders No.
x Plans
Samples
Shop Drawings
Approval
As Requested
Distribution
Information
Review/Comment
x Use
For your:
Action
Records /Files
Signature
Remarks:
Enclosed, please find 15 copies of the elevation for the residential shelter at HEP. If you have any questions, please
do not hesitate to call.
Job No.
ZZZ2272.02M
By:
Mike Reineke
scc:
10JIl_: .i'IVLli!, '
;.~~r" If.,
U~ NAY 232002 l@j
~ LME vQi
cc:
Engineering . Landscape Architecture . Planning . Sciences . Surveying .,.",IIIll.
r~...
4919 Memorial Highway _ Suite 200 _ Tampa, FL 33634 - 813.882.8366 - 888.499.9624 - FAX: 813.884.5990 - www.wadetrim.com l.~J
......11IIII.
. . ,
.
.
Wells, Wayne
From:
Sent:
To:
Subject:
Wells, Wayne
Friday, May 17, 20024:52 PM
'rclaybrooke@wadetrim.com'
Development Review Committee comments from 5/16/02 meeting
3:00 p.m. Case: FLD 02-04-09 - 1120 Fairburn Avenue and 1212 and 1215 North Betty Lane
Owners: Everybody's Tabernacle Inc. and Homeless Emergency Project Inc.
Applicant: Homeless Emergency Project Inc.
Representative: Barbara Green.
Location: 3.37acres total located on the east and west sides of North Betty Lane, between Cedar Street and Engman Street
(including 1.01 acres on the southwest comer of Engman Street and N. Betty Lane (Site A - 1212 N. Betty Lane), 0.35 acres
on the east side ofN. Betty Lane, across from Engman Street (Site B - 1215 N. Betty Lane), and 2.01 acres on the east side of
Fairburn Avenue, west ofN. Betty Lane, between Cedar Street and La Salle Street (Site C - 1120 Fairburn Avenue).
Atlas Page: 269B.
Zoning: C, Commercial District (Sites A and B) and I, Institutional District (Site C).
Request: Flexible Development application, as a Comprehensive Infill Redevelopment Project, with the following requests:
. Site A-I) Reduction in the front (east) setback along N. Betty Lane from 25 feet to 24.77 feet; 2) Reduction in the front (north)
setback along Engman Street from 25 feet to 15 feet to building and pavement; 3) Reduction in the front (west) setback along
Fairburn Avenue from 25 feet to 15 feet to building and pavement; and 4) reduction in required parking from x spaces to y spaces;
. Site B-1) Permit a residential shelter in the Commercial District; 2) Reduction in front (west) setback along N. Betty Lane from
25 feet to 21 feet to stairwell;
. Site C - 1) Permit a social service agency in the Institutional District; 2) Reduce the front (west) setback along Fairburn Avenue
from 25 feet to 8.64 feet to building and from 25 feet to four feet to pavement; and 2) reduction in required parking from x spaces
to y spaces.
Proposed Use: The proposal includes the addition of a two-story addition, a second-floor addition and a second-floor
connecting addition between buildings for the H.E.P. administrative offices and dental clinic (Site C), a 13,975 square-
foot retail thrift store (Site A) and an 8-unit residential shelter (Site B) as part of a master plan for the site.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Tom Glenn, Wayne Wells, Lisa Fierce, Cory Martens, Debbie Richter and Brian Barker
ApplicantlRepresentative: Richard Claybrooke (engineer with Wade Trim)
The DRC reviewed this application with the following comments:
1. Parks and Recreation:
a) Further info. is needed before it can be determined whether Open Space impact fees will be due for this project. Add
to site data tables for sites a, band c. Contact Deb Richter at 562-4817.
2. Stormwater:
a) Clarify how ponds outfall directly to Stevenson Creek - still need in calculations discussed in t) below
b) It appears that southernmost site enters City Storm system Attenuation is req'd. - still required to be clarified with
calc (see (t) below;
c) Modified Rational Method calculations that are referenced in drainage report need to be provided. - to be clarified
with (t) below;
d) Pond recovery time per City criteria is 24hrs. - need to meet this requirement;
e) SWFWMD Permit Application states that 1.0" of rainfall over the entire site will be treated. Modret calcs are based
on 1/2" of treatment. - need to see other set of calculations as discussed in t) below
t) Need storm calcs/information for sites A and C (Richard said he submitted but Brian didn't receive);
g) All of the above (2 a - e) tp be submitted to Staff prior to review by CD B.
3. Traffic en2ineerin2:
a) Site A - East lot shall have 24 foot aisle no 20 foot.
b) Need one additional handicap space (27 spaces).
c) Site B - No specific comments.
d) All striping shall be white for parking spaces; all sites.
e) Handicap spaces to met City Standards.
t) Site C - Need a handicap parking space and clearly defme entrance path into the lot.
1
g) All of the above (3 a - 'be addressed prior to CDB review .
4. General eneineerine:
a) Sidewalk needs to be installed along LaSalle Street and Cedar Street.
b) Drive aisle to be a minimum of 24 feet.
c) All of the above (4 a - b) to be addressed prior to review by CDB.
5. Plannine:
a) Strongly advised applicant about the need for this case to be revised and resubmitted to DRC for review prior to
CDB- there are many changes to be made that need the benefit of review by the group as a whole; staff questioned
whether application was complete
b) There are concerns about the coordination between site plan and building (elevation) plans
c) All Code requirements not specifically waived through this application to be met prior issuance of any permits,
Certificate of Occupancy and/or Occupation License as applicable;
d) Provide a written response to all General Applicability criteria and all Comprehensive Infill Redevelopment Project
criteria addressing all reductions for each site (A, B and C), including parking reductions - because of the uniqueness
of the individual requests on each site.
e) Site A:
1) Provide letter of authorization/permission from the City to utilize Fairburn A venue for parking - letter
from Mr Home was not signed;
2)Revise the site plan to provide 24 feet wide drive aisle east of building and elimination of the sidewalk
adjacent to east side of building;
3)Provide building dimensions on site plan;
4) Investigate possibility of installing projecting awning on east side of store over the windows for shading of
windows;
5)Loading space required, a minimum of 12 feet wide by 35 feet long;
6) Show dumpster location, including the enclosure details;
7) Show sign location, including setback from property line. All existing nonconforming signs must meet
Code requirements for area, number and height (maximum of 1.5 times the width of the sign up to 14
feet); send code provisions to Richard;
8)Revise elevation drawings for thrift store to show building entrance on south side of building and no
overhang/walkway on east side of building; and
9)Provide proposed building materials and color of building.
f) Site B:
1) Site plan needs to show double stairs on west (front) and east (rear) sides, stairs to ground and sidewalk,
shifting building as necessary;
2)Revise site plan to provide parking based on one space per each two residents (or a total offour spaces,
including one handicap space);
3)Need to address trash removal;
4) Show sign location, sign area, height and color of sign. All existing nonconforming signs must meet Code
requirements for area, number and height (maximum of 1.5 times the width of the sign up to 14 feet); and
5)Provide proposed building materials and color of building.
g) Site C:
1) Show proposed location accurately the open, second-floor walkway connecting the two buildings;
2)Clarify whether second floor will extend out eastward over existing restrooms on east side and indicate such
on site plan;
3)Clarify if there will be windows on west elevation (first and second floors);
4)Clarify if there will be windows on south elevation (second floor);
5)Revise east, north and south building elevations to show building extension on existing first floor;
6)Provide the height of buildings
7)Clarify location of handicap parking space(s), which may be required to be upgraded to current Code
provisions;
8)Need to address trash removal;
9) Show attached signage either on elevations or on separate plans, including dimensions, sign area and color
of signage and any freestanding signs. No height credits are not provided for the overpass/bridge in the
area - only for sites adjacent to US 19. Need to stay out of sight visibility triangle. All existing
nonconforming signs must meet Code requirements for area, number and height (maximum of 1.5 times
the width of the sign up to 14 feet); and
10) Provide proposed building materials and color of building.
6. Solid waste:
a) Revise dumpster to meet City standards - revise site plan prior to review by CDB
7. Land resource:
a) Site C - remove one parking space adjacent to 18 and 24 inch oaks, adjacent to Fairborn Avenue. This will effect the
number of parking spaces provided on this application.
2
8. Fire:
a) No comments - not in attendance at DRC meeting.
9. Landscapine:
a) Overall need revised site plans to make comments; make sure site and landscape plans are consistent
b) Change dwarf holly to podocarpus on site c along Fairburn Avenue;
c) Need to improve landscape plan at site B - landscape island could potentially be enlarged
d) Add something with height at the comer of LaSalle and Betty Lane (not in the sight triangle) and along the LaSalle
farther west at the other comer;
.
.
NOTES: Staff strongly advised the applicant's representative to resubmit all the information/changes as listed above and that it be
reviewed by the DRC again for sufficiency at its June 13 meeting, prior to being scheduled for CDB
DRAFT CONDITIONS OF DEVELOPMENT ORDER
. That all Code requirements not specifically waived through this application to be met prior issuance of any permits,
Certificate of Occupancy and/or Occupation License as applicable;
-----------------------------------------------------------------------------------------------------------------------------------------
3
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Protecting Your
Water Resources
South"est Florida
Water Management Pistrict
-~~~., ~~'"".,-
'_~' . -,,,__,_..''''1'''' -
2379 Broad .t. Brooksville, Florida 34604-6899
(352) 796-7211 or 1-800-423-1476 (F:" unly)
SUNCOM 628-4150 TOD only 1-800-231-6103 (FL only)
On the Internet at: WaterMatters.org
Tampa Service Office
7601 Highway 301 North
Tampa, Florida 33637-6759
(813) 985-7481 or
1-800-836-0797 (FL only)
SUNCOM 578-2070
Bartow Service Office
170 Century Boulevard
Bartow, Florida 33830-7700
(863) 534-1448 or
1-800-492-7862 (FL only)
SUNCOM 572-6200
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6750 Fruitville Road
Sarasota, Florida 34240-9711
(941) 377-3722 or
1-800-320-3503 (FL only)
SUNCOM 531-6900
Lecanto Service Office
3600 West Sovereign Path
Suite 226
Lecanto, Florida 34461-8070
(352) 527-8131
SUNCOM 667-3271
August 8,2003
1m ~ (~'-r;; ir-.\~rf~~'I.',i
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'UU! AUG I 5 2003 IWJ
f-LAI'41NG D 'VELOP~itNt-Lc;)
IlY r I EAAWA1ER....
Mr. Bryan Davis
Everybody's Tabernacle, Inc.
1120 North Betty Lane
Clearwater, FL 33755
Subject Notice of Final Agency Action for Approval
ERP General for Minor Systems
Permit No. 46023736.002
Project Name: Homeless Emergency projuect - Sites A and C
County: Pinellas
SecfTwp/Rge: 10/29S/15E
Dear Mr. Davis:
This letter constitutes notice of Final Agency Action for approval of the permit application
referenced above. Final approval is contingent upon no objection to the District's action
being received by the District within the time frames described below.
You or any person whose substantial interests are affected by the District's action
regarding a permit may request an administrative hearing in accordance with Sections
120.569 and 120.57, Florida Statute (F.S.), and Chapter 28-106, Florida Administrative
Code (FAC.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain
how the substantial interests of each person requesting the hearing will be affected by the
District's action, or proposed action, (2) state all material facts disputed by the person
requesting the hearing or state that there are no disputed facts, and (3) otherwise comply
with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301, FAC. are
enclosed for your reference. A request for hearing must be filed with (received by) the
Agency Clerk of the District at the District's Brooksville address within 21 days of receipt
of this notice. Receipt is deemed to be the fifth day after the date on which this notice is
deposited in the United States mail. Failure to file a request for hearing within this time
period shall constitute a waiver of any right you or such person may have to request a
hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573,
F.S., to settle an administrative dispute regarding the District's action in this matter is not
available prior to the filing of a request for hearing.
Enclosed is a "Noticing Packet" that provides information regarding the District Rule
40D-1.1 010, FAC., which addresses the notification of persons whose substantial
interests may be affected by the District's action in this matter. The packet contains
guidelines on how to provide notice of the District's action, and a notice that you may use.
The enclosed approved construction plans are part of the permit, and construction must
be in accordance with these plans,
Permit No.: 46023736.002
August 8, 2003
Page'2
e
e
If you have questions concerning the permit, please contact Scott S. Hickerson, P.E., at the Tampa
Service Office, extension 2033. For assistance with environmental concerns, please contact Patricia A.
Frantz, extension 2054.
Sincerely,
(&~
Alba E. Mas, P.E., Director
Tampa Regulation Department
AEM:SSH:elb
Enclosures: Approved Permit w/Conditions Attached
Approved Construction Drawings
Statement of Completion
Notice of Authorization to Commence Construction
Noticing Packet (42.00-039)
Sections 28-106.201 and 28-106.301, FAC.
celene: File of Record 46023736.002
Michael E. Rice, P.E., Wade-Trim, Inc.
e
e
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
GENERAL FOR MINOR SURFACE WATER MANGEMENT SYSTEMS
PERMIT NO. 46023736.002
I Expiration Date: August 8, 2008
I Issue Date: August 8, 2003
This permit is issued under the provisions of Chapter 373, Florida Statutes (F.S.) and the Rules contained
in Chapters 400-4 and 400-40, Florida Administrative Code (FAC.). The permit authorizes the Permittee
to proceed with construction of a surface water management system in accordance with the information
outlined herein and shown by the application, approved drawings, plans, specifications, and other
documents, attached hereto and kept on file at the Southwest Florida Water Management District
(District). All construction, operation and maintenance of the surface water management system
authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the
conditions of this permit.
PROJECT NAME:
Homeless Emergency Projuect - Sites A and C
GRANTED TO:
Everybody's Tabernacle, Inc.
1120 North Betty Lane
Clearwater, FL 33755
ABSTRACT: The proposed project consists of a building, parking and wet detention pond for water
quality treatment.
OP. & MAl NT. ENTITY: Everybody's Tabernacle, Inc.
COUNTY: Pinellas
SECITWP/RGE: 10/29S/15E
TOT AL ACRES OWNED
OR UNDER CONTROL: 1.00
PROJECT SIZE: 1.00 Acre
LAND USE: Semi-public
DATE APPLICATION FILED: May 14, 2003
AMENDED DATE: N/A
SPECIFIC CONDITIONS
1. If the ownership of the project area covered by the subject permit is divided, with someone other
than the Permittee becoming the owner of part of the project area, this permit shall terminate,
pursuant to Section 400-1.6105, FAC. In such situations, each land owner shall obtain a permit
(which may be a modification of this permit) for the land owned by that person. This condition shall
not apply to the division and sale of lots or units in residential subdivisions or condominiums.
2. The discharges from this system shall meet state water quality standards as set forth in Chapter
62-302 and Section 62-4.242, FAC., for class waters equivalent to the receiving waters.
Permit No.: 46023736.002
August8,2003
Page 2
e
e
3. Unless specified otherwise herein, two copies of all information and reports required by this permit
shall be subm itted to:
Tampa Regulation Department
Southwest Florida Water Management District
7601 U.S. Highway 301 North
Tampa, FL 33637-6759
The permit number, title of report or information and event (for recurring report or information
submittal) shall be identified on all information and reports submitted.
4. The Permittee shall retain the design engineer, or other professional engineer registered in
Florida, to conduct on-site observations of construction and assist with the as-built certification
requirements of this project. The Permittee shall inform the District in writing of the name, address
and phone number of the professional engineer so employed. This information shall be submitted
prior to construction.
5. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit
to the Tampa Service Office a written statement of completion and certification by a registered
professional engineer or other appropriate individual as authorized by law, utilizing the required
Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter
40D-1, FAC., and signed, dated and sealed as-built drawings. The as-built drawings shall identify
any deviations from the approved construction drawings.
6. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to
assess the pollutant removal efficiency of the surface water management system. The Permittee
may be required to cooperate in this regard by allowing on-site access by District representatives,
by allowing the installation and operation of testing and monitoring equipment, and by allowing
other assistance measures as needed on site.
7. The operation and maintenance entity shall submit inspection reports in the form required by the
District, in accordance with the following schedule.
For systems utilizing retention or wet detention, the inspections shall be performed two (2) years
after operation is authorized and every two (2) years thereafter.
8. The removal of littoral shelf vegetation (including cattails) from wet detention ponds is prohibited
unless otherwise approved by the District. Removal includes dredging, the application of
herbicide, cutting, and the introduction of grass carp. Any questions regarding authorized
activities within the wet detention ponds shall be addressed to the District's Surface Water
Regulation Manager, Tampa Service Office.
9. If limestone bedrock is encountered during construction of the surface water management
system, the District must be notified and construction in the affected area shall cease.
10. The Permittee shall notify the District of any sinkhole development in the surface water
management system within 48 hours of discovery and must submit a detailed sinkhole evaluation
and repair plan for approval by the District within 30 days of discovery.
Permit No.: 46023736.002
AuguSI 8. 2003
Page 3
.
e
11. The District, upon prior notice to the Permittee, may conduct on-site inspections to assess the
effectiveness of the erosion control barriers and other measures employed to prevent violations of
state water quality standards and avoid downstream impacts. Such barriers or other measures
should control discharges, erosion, and sediment transport during construction and thereafter.
The District will also determine any potential environmental problems that may develop as a result
of leaving or removing the barriers and other measures during construction or after construction of
the project has been completed. The Permittee must provide any remedial measures that are
needed.
12. Refer to GENERAL CONDITIONS No. 15 herein.
GENERAL CONDITIONS
1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by
reference and the Permittee shall comply with them.
t2a@~
Authorized Signature
.
e
EXHIBIT "A"
1. All activities shall be implemented as set forth in the plans, specifications and performance criteria as approved
by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall
constitute a violation of this permit.
2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be kept
at the work site of the permitted activity. The complete permit shall be available for review at the work site upon
request by District staff. The permittee shall require the contractor to review the complete permit prior to
commencement of the activity authorized by this permit.
3. Activities approved by this permit shall be conducted in a manner which does not cause violations of state water
quality standards. The permittee shall implement best management practices for erosion and a pollution control
to prevent violation of state water quality standards. Temporary erosion control shall be implemented prior to
and during construction, and permanent control measures shall be completed within 7 days of any construction
activity. Turbidity barriers shall be installed and maintained at all locations where the possibility of transferring
suspended solids into the receiving waterbody exists due to the permitted work. Turbidity barriers shall remain
in place at all locations until construction is completed and soils are stabilized and vegetation has been
established. Thereafter the permittee shall be responsible for the removal of the barriers. The permittee shall
correct any erosion or shoaling that causes adverse impacts to the water resources.
,
4. Water quality data for the water discharged from the permittee's property or into the surface waters of the state
shall be submitted to the District as required by the permit. Analyses shall be performed according to procedures
outlined in the current edition of Standard Methods for the Examination of Water and Wastewater by the
American Public Health Association or Methods for Chemical Analyses of Water and Wastes by the U.S.
Environmental Protection Agency. If water quality data are required, the permittee shall provide data as required
on volumes of water discharged, including total volume discharged during the days of sampling and total monthly
volume discharged from the property or into surface waters of the state.
5. District staff must be notified in advance of any proposed construction dewatering. If the dewaterin.g activity is
likely to result in offsite discharge or sediment transport into wetlands or surface waters, a written dewatering plan
must either have been submitted and approved with the permit application or submitted to the District as a permit
prior to the dewatering event as a permit modification. A water use permit may be required prior to any use
exceeding the thresholds in Chapter 400-2, F.A.C.
6. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as
practicable in portions of the site where construction activities have temporarily or permanently ceased, but in
no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently
ceased.
7. Off-site discharges during construction and development shall be made only through the facilities authorized by
this permit. Water discharged 'from the project shall be through structures having a mechanism suitable for
regulating upstream stages. Stages may be subject to operating schedules satisfactory to the District.
8. The permittee shall complete construction of all aspects of the surface water management system, including
wetland compensation (grading, mulching, planting), water quality treatment features, and discharge control
facilities prior to beneficial occupancy or use of the development being served by this system.
ERP General Conditions
Individual (Construction, Conceptual, Mitigation Banks), Standard General, Minor Systems
Page 1 of 3
41.00-023 (Rev 03/02)
.
.
18. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real
property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by
the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 400-4 or
Chapter 400-40, F.A.C.
19. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which
may arise by reason of the activities authorized by the permit or any use of the permitted system.
20. Any delineation pf the extent of a wetland or other surface water submitted as part of the permit application,
including plans'or other supporting documentation, shall not be considered binding unless a specific condition
of this permit or a formal determination under section 373.421(2), F.S., provides otherwise.
21. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of
ownership or control of the permitted system or the real property at which the permitted system is located. All
transfers of ownership or transfers of a permit are subject to the requirements of Rule 400-4.351, F.A.C. The
permittee transferring the permit shall remain liable for any corrective actions that may be required as a result
of any permit violations prior to such sale, conveyance or other transfer.
22. Upon reasonable notice to the permittee. District authorized staff with proper identification shall have permission
to enter, inspect, sample an'd test the system to insure conformity with District rules, regulations and conditions
of the permits.
23. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall
immediately notify the District and the Florida Department of State, Division of Historical Resources.
24. The permittee shall immediately notify the District in writing of any previously submitted information that is later
discovered to be inaccurate.
ERP General Conditions
Individual (Construction, Conceptual, Mitigation Banks), Standard General, Minor Systems
Page 3 of3
41.00-023 (Rev 03/02)
. .
SOUTHWEST FLORIDA
WATER MANAGEMENT DISTRICT
NOTICE OF
AUTHORIZA TION
TO COMMENCE CONSTRUCTION
Homeless Emergency Projuect - Sites A and C
PROJECT NAME
Semi-public
PROJECT TYPE
Pinellas
COUNTY
10/29S/15E
SEC(s)!fWP(s)/RGE(s)
Everybody's Tabernacle, Inc.
PERMITTEE
APPLICATION NO.: 46023736.002
DATE ISSUED: August 8,2003
aM~
Issuing Authority
THIS NOTICE SHOULD BE CONSPICUOUSLY
DISPLAYED AT THE SITE OF THE WORK
41.00-075 (10/92)
"'
LL
.
o
o
TO:
FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE.
CLEARW A TER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
P~~\SL W'L\~~
" S \D 2.- - +~S2-
FAX:
Phone: 5" 19 "L. 4- 0 + I
FROM:JcJ1tJ- We-I\:' Phone: S~ 2.- +5""04-
DATE:~ -i)L.~) 01- RE: J..}. 6. P.
'O} n ~i
MESSAGE: ,,~\ t\J~1"'T
NUMBER OF PAGES(INCLUDING THIS PAGE) 2-
RANSMISSION VERIFICATION REPORT
TIME 09/24/2002 08:28
NAME PLAN
FAX 7275524575
TEL 7275524557
DATE,TIME
FAX NO./NAME
DURA TI ON
PAGE(S)
RESULT
MODE
09/24 08:27
95524052
00:00:55
02
OK
ST A~mARD
ECM
,~
~5/05/2002 08:14 4434875
JUN-06-2002 16:51 .
.
PAGE 01
P.01
CITY OF CLEAR'WATER
POST OFFICE Bolt 4748, CLl1AMWATliR. F1()/llOA. 337584748
em lIAu., 112 SoUI'H OsCJ:ou. AVENllS, CIL\RIIrATER. Fr.oRlDA 33756
TEulPHONE (727) 5624040 fAX (]21) 562-W52
Cm MANAGER
May 21, 2002
r:''''''''~ ~
I",j i L. t:
Ms. Barbara C'rteen
Administtator
F'Iomeless Etnetgency Project, Inc.
1120 N. Betty Lane
Qe:uwater, FL 33755
Dear Mg. Green:
'This letter is in teferentlc to the pukMg along Fairbum AVCrlue, north of Engman Sm:ot Ind south
of Stevensons Creek. It i... my undet$tanding that you :have been utilWng this area fot p.Wcing of 20
spaces OV'cr the yeatS with approval from the fOmlet Assistant City Maoagct Bill Baker.
I understand you 'Mtftt to ,reel:tabJish I:bi$ ueli AS llQ allowable pukm.g area in accotdance with the
City's Pllllning DeparttDe.o.t. I 'U1JdetStaIld H.E.P. is c;utt'endy being .redeveloped under the City of
QeA,fWltet's flexible tedevelopment program. In quantifying the available pMking At your facilities
AO.d sunounding nc:ighborhoo~ the usage: of this rigbt-oCNway as a COtnlIlur:U.ty parldng area. would
benefit :in this plan. I do not anticipate any probJ~ with this :ttea for community parking.
Since:tcly,
~A.. :Ji..u..,....-
V ~me II - ....
City M~r
BRIAN J. Ai.lNGS'J'. ~'r'tlll.COMMIi:lti'lJNIiR
Wl~ln:1lY GMT, VleB MAYO~CUMMI$SIO"'l!ll HOYT tiAMU.l'tll'1, COMMI~SIONI!lt
FRANK HlllllARD, COMMI5510lllEIt CD 811.LJONSON, COMM1~L\lt'rII!R
TCITFlL p.!in
.
.
Wells, Wayne
From:
Sent:
To:
Cc:
Subject:
Tarapani, Cyndi
Monday, October 07,20021 :25 PM
Phillips, Sue
Fierce, Lisa; Wells, Wayne
FW: Barbara Green - Homeless Emergency Project
Garry-just wanted you to know about this. Barbara Green did not agree with the review process when we did a
master plan for her property in the past year-thinks it is a waste of time-everybody knows what she does out there
and supports it, so why do this review.
My understanding from Wayne and Lisa is that she is adding property to the original site and changing the setbacks-
that would require going back to the CDB. If when we get the proposal with plans and it can avoid CDB due to
minor nature of changes and per code, then we will certainly try to accomomodate the project. The next deadline is
Oct. 24 for DRC meting on Nov. 14 and CDB on Dec. 17. Thanks.
-----Original Message-----
From: Wells, Wayne
Sent: Friday, October 04,20021:59 PM
To: Tarapani, Cyndi
Cc: Fierce, Lisa
Subject: Barbara Green - Homeless Emergency Project
Cyndi -
Heads up! Barbara Green was recently approved for, among other things, a residential shelter on the east side of N. Betty
Lane by the COB. They now want to move the building into the setback area, needing a setback reduction down to I think
one-foot. She wants to submit everything by Oct. 18 for a Comprehensive Infill Redevelopment Project, wants to bypass
DRC, instead walking the request around for comments, and be on the November 19 COB agenda. I have told her that is
not the adopted process, that if she makes such an application it would be reviewed by the DRC on November 14 and the
COB on December 17.. She doesn't like my answer that it must be reviewed first by the DRC per the schedule. She will
be contacting you to make such a request. While the engineer has been in contact with me, I have not seen any drawings
yet.
Wayne
1
.
e
Wells, Wayne
From:
Sent:
To:
Subject:
Nicodemus, Sherrie
Thursday, August 01, 2002 2:33 PM
Fierce, Lisa; Wells, Wayne
Everybody's Tabernacle
I z...Ol fiA;~'\."r"^ A.Jl..
A very nice Mrs. Alice Blunt, homeowner on Fairburn Avenue, phone 443-2967, called re a letter she just received from
Planning.
As Everybody's Tabernacle property is developed she wants to make sure that there is a specification for rodent control in
the vacant storage buildings so that the snakes and rodents to not overtake the surrounding neighborhood. She said that
the metal buildings (previously used for painting cars) have a dirt floor and junk that has been piled inside for years.
Since her property is adjacent she is concerned about snakes & rodents leaving the site when demolished and coming to
her property and the neighbors property.
Also, she would be happy to see a solid block wall surround \be property to keep the residents of Everbody's Tabernacle
on their property and out of the surrounding neighborhood. She comes home from work and residents of Everybody's
Tabernacle have their cars parked in front of her house and meet their friends there.
I told her that I would forward her concerns to the planner handling the site tlJ include in tile file.
If it is too late to address these issues, can someone please call her back. ,.
Also, she asked me to give her the names of the Commissioners so I transferred her to the Manager's Office.
, ...
Sherrie
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SITE INFORMATION:
PROPERTY SIZE:
DIMENSIONS OF SITE:
PROPERTY USE:
Current Use:
Proposed Use:
PLAN CATEGORIES:
ZONING DISTRICTS:
.
.
3.37 acres total (Site A - 1.01 acres; Site B - 0.35 acres; Site C -
2.01 acres)
Site A: 150 feet of frontage along N. Betty Lane, 250 feet of frontage
along Engman Street and 200 feet of frontage along Fairburn
Avenue;
Site B: 110 feet of frontage along N. Betty Lane; and
Site C: 350 feet of frontage along N. Betty Lane and Fairburn
Avenue, and 250 feet of frontage along LaSalle Street and Cedar
Street.
Site A: H.E.P. garages and buildings
Site B: H.E.P. thrift/storage building
Site C: H.E.P. administrative offices and clinic and church buildings
Site A; H.E.P. retail sales use (thrift store)
Site B: H.E.P. residential shelter of eight units
Site C: H.E.P. administrative offices and clinic and church buildings
CG, Commercial General Classification (Sites A and B)
INS, Institutional Classification (Site C)
C, Commercial District (Sites A and B)
I, Institutional District (Site C)
ADJACENT LAND USES: North: Site A: Garages, automotive/boat repair, retail
Site B: Stevenson Creek
Site C: multi-family, single-family
South: Site A; Single-family, multi-family
Site B: sailmaker, vacant
Site C: single-family
East: Site A: sailmaker, thrift store
Site B: Stevenson Creek, single-family
Site C: single-family
West: Site A: single-family
Site B: retail, storage
Site C: single-family
CHARACTER OF THE
IMMEDIATE VICINITY: Single-family dwellings surround the overall site on three sides, with
limited commercial uses on the east side of N. Betty Lane south of
Stevenson Creek and on the north side of Engman Street.
Page 2
.
.
ANALYSIS:
This application includes three sites (A, B and C) being processed under an "umbrella" use of
Comprehensive Infill Redevelopment Project as a means to review a "master plan" for
development, all under the master address of 1120 N. Betty Lane. Site A, located at 1212 N.
Betty, is 1.01 acres (43,817 square feet) and has 150 feet of frontage along N. Betty Lane, 250 feet
of frontage along Engman Street and 200 feet of frontage along Fairburn Avenue. This site is
zoned Commercial District and is currently developed with numerous buildings utilized for retail
sales and services with an undetermined number of parking spaces. Site B, located at 1215 N.
Betty Lane, is 0.35 acre (15,076 square feet) and has 110 feet of frontage along N. Betty Lane. It
is also zoned Commercial District and is currently developed with one building utilized for retail
sales with five parking spaces. Site C, located at 1120 Fairburn Avenue, is 2.01 acres (87,500
square feet) and has 350 feet of frontage along N. Betty Lane and Fairburn Avenue, and 250 feet of
frontage along Cedar Street and Lasalle Street. Site C is zoned Institutional District and is
currently developed with various residential and nonresidential buildings used by Everybody's
Tabernacle and the Homeless Emergency Project (H.E.P.) with approximately 30 parking spaces.
Site A is proposed to be redeveloped with a 13,230 square-foot retail thrift store for H.E.P. All
existing buildings (totaling 17,376 square feet in floor area) and pavement will be removed as part
of this proposal. Some of the existing buildings, as well as existing pavement, to be removed from
this site are at a zero setback to front or side property lines. The proposed building, oriented
toward N. Betty Lane, is proposed with a reduction in front setback from 25 feet to approximately
19 feet from Engman Street and to approximately 15 feet from Fairburn Avenue. The building
will be made of stucco and metal. A parking lot of 18 spaces on the east side of the building is
proposed with a reduction in front setback from 25 feet to 24 feet from N. Betty Lane and 15 feet
from Engman Street. An additional nine parking spaces, including two handicap spaces, are south
of the building adjacent to Fairburn Avenue. The parking lot on the south side of the building
adjacent to Fairburn Avenue is proposed with a front setback reduction from 25 feet to 15 feet.
The parking required for this retail use, totaling 56 spaces, is requested to be reduced to 47 spaces
(27 spaces on-site and 20 spaces within Fairburn Avenue north of Engman Street). H.E.P. has
approval from the City to use the parking area within Fairburn Avenue. Many of the employees of
the thrift store either live within H.E.P. housing or within the neighborhood and walk to the
facility, reducing the need for parking. The requested reduction in parking is appropriate given its
characteristics and ownership by H.E.P. Any future change in ownership of this thrift store must
be reviewed for similar characteristics. On-site drainage facilities are planned along N. Betty Lane
and on the south side of the property. An existing, nonconforming freestanding sign will be
relocated and reduced in height to meet Sign Code requirements. Construction of the new building
and parking will be a significant improvement over existing conditions, which will have a
tremendous impact on upgrading the appearance of the neighborhood. The site will be fully
landscaped, further upgrading the aesthetics of the property and neighborhood.
Site B is proposed to be redeveloped with an eight-unit, two-story residential shelter of permanent
supportive housing for homeless persons with disabilities. The existing retail thrift store of 3,261
square feet and pavement will be removed as part of the proposed improvements. The existing
pavement for this building is at a zero-foot front setback along N. Betty Lane. The proposed
residential building, which will have a stucco finish and metal roof, is on a low-lying lot that must
be elevated to meet FEMA requirements. The first floor of the building will be handicap
accessible, which requires ramping on the east side from the parking lot. To meet Building Code
Page 3
.
.
requirements, the second floor is required to have stairways on the east and west sides of the
building. The building's handicap ramping (unenclosed) meets the required 25-foot setback from
the seawall (Stevenson Creek wetlands), but encroaches into the required 20-foot rear setback by
10 feet. In order to meet the handicap ramping and Building Code requirement for two stairwells,
the proposed building has been pushed forward toward N. Betty Lane. The unenclosed, western
stairwell encroaches into the 25-foot required front setback by 10 feet and the building encroaches
that setback by two feet. The applicant is providing eight parking spaces, where only four spaces
are required. On-site drainage facilities are planned on the west, south and east sides of the
property. No freestanding signage is proposed. The construction of this residential building and
parking, together with landscape improvements, will enhance the appearance of this site and
surrounding area.
Site C is proposed to be redeveloped with additional administrative and client service area through
the construction of a two-story addition on the west side of the building and a second-floor
addition to the existing client services building, totaling 4,765 square feet. A small addition on the
east side of the existing client services building will include an elevator and restroom facilities.
These improvements will provide for dual use of the elevator by the administrative/client services
building and by the second floor of the church building (sanctuary balcony) to the east through the
proposed construction of an open-air second floor walkway connecting the two buildings. A 1,300
square-foot prefabricated building housing administrative offices will be removed and replaced by
six parking spaces. The proposed second-floor addition to the west side of the client services
building will match the front setback along Fairburn Avenue of the existing residential building
directly north, which is a reduction from 25 feet to 8.64 feet. The additions total 4,765 square feet,
but with the removal of the prefabricated building, required parking for the net building is 11
spaces. The proposal is to add six spaces, which is adequate since the applicant will not be adding
any additional staff. Most clients do not own a vehicle and many use PST A buses. The six
proposed parking spaces also encroach into the required 25-foot front setback along Fairburn
Avenue, which are proposed at the same four-foot setback as the existing prefabricated building
(to be removed). A hedge will enhance and shield the proposed and existing parking spaces facing
Fairburn Avenue, and will entend to the southern property line. Since improvements are being
made to the existing parking lot in the northeast corner of the property, this parking area should be
enhanced with a similar hedge along the north and east sides. Only attached signage meeting Code
provisions is envisioned for the expanded administrative/client services building. The
consolidation of offices and services into one, two-story building with vinyl clad siding, along
with parking and landscaping improvements, will significantly impact the appearance of this
property and the surrounding neighborhood.
Solid waste generated by all of the H.E.P. facilities will be hauled by one of the H.E.P. trucks to
the Pinellas County Solid Waste facilities for disposal, which eliminates the need for anyon-site
dumpster. Should a dumpster be necessary in the future, its location, design and construction will
need to meet Code requirements.
Overall, the proposed improvements in the master plan will have a positive impact on the N. Betty
Lane corridor and on the character of the surrounding neighborhood.
CODE ENFORCEMENT ANALYSIS:
There are no outstanding enforcement issues associated with this overall site.
Page 4
.
.
A. COMPLIANCE WITH MAXIMUM DEVELOPMENT POTENTIAL STANDARD IN
THE COMMERCIAL DISTRICT (Section 2-701.1) (SITES A & B) AND THE
INSTITUTIONAL DISTRICT (Section 2-1201.1) (SITE C):
STANDARD REQUIREDI EXISTING PROPOSED IN
PERMITTED COMPLIANCE?
FLOOR AREA Sites A & B: 0.55 Site A: 0.40 Site A: 0.30 Yes
RATIO (FAR) Site C: 0.65 Site B: 0.22 Site B: 0.33
Site C: 0.35 Site C: 0.39
IMPERVIOUS Sites A & B: 0.95 Site A: 0.60 Site A: 0.65 Yes
SURFACE Site C: 0.85 Site B: 0.39 Site B: 0.51
RATIO ISR Site c: 0.53 Site C: 0.52
B. FLEXIBLE DEVELOPMENT STANDARDS FOR COMPREHENSIVE INFILL
REDEVELOPMENT PROJECTS IN THE COMMERCIAL DISTRICT (Section 2-704)
AND INSTITUTIONAL DISTRICT (Section 2-1204):
STANDARD PERMITTEDI EXISTING PROPOSED IN
REQUIRED COMPLIANCE?
LOT AREA N/A Site A: 43,817 sf Site A: 43,817 sf Yes
(minimum) Site B: 15,076 sf Site B: 15,076 sf
Site C: 87,500 sf Site C: 87,500 sf
LOT WIDTH N/A Site A: 150 feet Site A: 150 feet Yes
(minimum) Site B: 110 feet Site B: 110 feet
Site C: 350 feet Site C: 350 feet
FRONT N/A Site A: (E) 12.7 Site A: (E) 24 ft Yes
SETBACK ft; (N) 0.8 ft; to pavement; (N)
(W) zero ft; 19 ft to bldg &
Site B: (W) 24.5 15 ft to
ft to bldg & zero pavement; (W)
ft to pavement; 15 ft to bldg &
Site C: (W) 8.6 ft pavement;
to bldg to N of Site B: (W) 15 ft
admin. bldg; 4.3 to stairwell & 23
ft to prefab. bldg ft to bldg;
to be removed Site C: (W) 8.64
ft to bldg & 4 ft
to pavement
REAR N/A Site A: N/ A Site A: N/ A Yes
SETBACK Site B: (E) 25 ft Site B: (E) 25 ft
(wetland); (wetland); 10ft
Site C: NI A to building
Site C: N/A
Page 5
.
.
STANDARD REQUIREDI EXISTING PROPOSED IN
PERMITTED COMPLIANCE?
SIDE N/A Site A: (S) zero Site A: 10 ft to Yes
SETBACK ft. pavement;
,
Site B: (N) 48.4 Site B: (N) 10ft
ft to bldg & to bldg, (S) 10ft
pavement, (S) to pavement;
11.5 ft to bldg & Site C: N/A
zero ft to
pavement;
Site C: N/A
HEIGHT N/A Site A: 15 feet; Site A: 19 feet; Yes
maximum Site B: 11 feet; Site B: 20 feet;
Site C: 10 feet Site C: 23.5 feet
PARKING Determined by Site A: Site A*: 47 Yes
SPACES the Community undetermined # spaces (27
minimum Development of spaces; spaces on-site;
Director based Site B: 5 spaces; 20 north of
on the specific Site C: 30 spaces Engman w/in
use and! or ITE Fairburn;
Manual Site B**: 8
standards spaces;
Site C***: 6
spaces
*
Based on retail parking requirement of 5 parking spaces per 1,000 square feet (56 spaces
required; 47 spaces provided).
Based on residential shelter parking requirement of one space per two residents (four
spaces required; eight provided).
Based on office parking requirement of three spaces per 1,000 square feet (11 spaces
required for expanded office area only; 6 spaces provided; balance of site not calculated).
**
***
C. FLEXIBILITY CRITERIA FOR COMPREHENSIVE INFILL REDEVELOPMENT
PROJECTS IN THE COMMERCIAL DISTRICT (Section 2-704.B) AND
INSTITUTIONAL DISTRICT (Section 2-1204.A):
1. The development or redevelopment of the parcel proposed for development is
otherwise impractical without deviations from the use, intensity and development
standards.
Site A is presently substandard with respect to building and parking lot setbacks,
landscape buffers and parking area. The applicant is removing various retail and storage
buildings and an undefined number of parking spaces that do not meet Code
requirements. This area will be replaced with a smaller retail building for the thrift store
and 27 parking spaces. To consolidate the existing uses from multiple buildings to a
single building, while providing for Code required parking and stormwater facilities,
deviations are requested to facilitate the proposed development. Site B is being
Page 6
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redeveloped from an existing thrift store with substandard setbacks to pavement to a two-
story residential shelter of eight units of permanent supportive housing for homeless
persons with disabilities. In order to maintain required 25-foot wetland setback, the
proposed building has been moved toward the street, creating the deviations requested
necessary for the handicap ramping and required stairwells into both the rear setback
(east) and front setback (west) and the building encroachment into the front setback
(west). Site C is being improved by the elimination of an existing prefabricated office
building and the additions to the existing client services building. The reduction in front
setback along Fairburn Avenue for the two-story addition is at the same setback as the
residential building directly north. Additional parking will be provided.
2. The development of the parcel proposed for development as a Comprehensive Infill
Redevelopment Project will not reduce the fair market value of abutting properties.
The overall site is surrounded on three sides by single-family dwellings. Commercial
buildings with substandard parking and setbacks are located on the north side of Engman
Street. All three sites are currently developed with deteriorated buildings in need of
improvement. The proposed redevelopment of Sites A, B and C will significantly
improve the value and appearance of each of these sites by approximately $1.5 million.
The investment proposed in redeveloping each of these sites is not expected to reduce the
value of abutting properties.
3. The uses within the Comprehensive Infill Redevelopment Project are otherwise
permitted in the City of Clearwater.
The City of Clearwater permits retail sales in the Commercial District and administrative
offices and clinics, as well as residential shelters, within the Institutional District.
4. The use or mix of uses within the Comprehensive Infill Redevelopment Project is
compatible with adjacent land uses.
Single-family dwellings surround the overall site on three sides. Nonresidential
commercial uses exist to the north across Engman Street and to the east across N. Betty
Lane. The proposed retail sales use on Site A, even with the deviations requested, is an
improvement over the current developed status of the property and is compatible with the
surrounding uses. By reducing traffic impacts, constructing a residential building and
installing landscape improvements, the proposed residential shelter on Site B is
compatible with the surrounding limited commercial and single-family uses. The
redevelopment of Site C will allow for the consolidation of offices into the same building
as the services being rendered, as well as provide for additional on-site parking for the
office staff. The existing use, as well as the proposed redeveloped character of the site, is
compatible with the single-family dwellings across Fairburn Avenue.
5. Suitable sites for development or redevelopment of the uses of mix of uses within the
Comprehensive Infill Redevelopment Project are not otherwise available in the City
of Clearwater.
Page 7
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.
The Homeless Emergency Project is an outreach ministry of Everybody's Tabernacle. The
programs and housing opportunities are concentrated around this campus, generally located
at 1120 N. Betty Lane. The redevelopment of the three sites is necessary to promote the
consolidated nature of the services provided.
6. The development of the parcel proposed for development as a Comprehensive Infill
Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for
development.
The redevelopment of the overall site will significantly improve the area. All of the
dilapidated buildings on Site A, with substandard setbacks to all streets and to the
adjacent single-family and multi-family uses, will be removed and be replaced with a
modem retail building that provides increased setbacks and landscaped areas. Site B will
be provided with a well-designed residential building that will blend in with the
surrounding area and provide enhanced landscaping. Redevelopment of Site C will allow
for the removal of a dilapidated office building, consolidation of all offices and services
within one building, while providing additional parking and landscaping. All of the
improvements as proposed will have a positive impact on N. Betty Lane and surrounding
neighborhood.
7. The design of the proposed Comprehensive Infill Redevelopment Project creates a
form and function which enhances the community character of the immediate vicinity
of the parcel proposed for development and the City of Clearwater as a whole.
This application is being processed as a Comprehensive Infill Redevelopment Project as a
means of providing a "master plan" for H.E.P. facilities, as an "umbrella" use within the
Commercial and Institutional Districts. The character of the immediate vicinity, which is
primarily residential, will be enhanced with the improvements proposed to Sites A and B.
The redevelopment of Site C will enhance the nonresidential character of the area to the
north, which could lead to further improvements to the area.
8. Flexibility in regard to lot width, required setbacks, height and off-street parking are
justified by the benefits to community character and the immediate vicinity of the
parcel proposed for development and the City of Clearwater as a whole.
Sites A, B and C are substandard with respect to existing building and parking lot
setbacks, landscape buffers and parking area. Deteriorated or dilapidated buildings will
be removed and new buildings constructed with parking lots designed to meet Code
requirements with enhanced landscaping. With the exception of Site C, driveway cuts
will be reduced and proposed driveways will be designed to meet Code provisions.
Setback reductions requested respond to each site's unique circumstances. The
improvements proposed will significantly improve the appearance and character of the
surrounding area. The reduction in parking for Site A for the thrift store from 56 to 47
spaces is justified by the fact that many of the employees of the store live within adjacent
residential housing. Employees that do drive, or additional customer parking, can park
within the 20 space parking area within Fairburn Avenue north of Engman Street. A total
of 27 on-site parking spaces that meet Code requirements are being provided. The
Page 8
.
.
expanded office area on Site C provides necessary office and service square footage, but
will not expand the number of employees on-site. The reduction in parking from 11 to
six spaces represents the amount of parking only required for the expanded office area,
versus the additional parking being created, and does not involve other existing church
uses of the property.
9. Adequate off-street parking in the immediate vicinity according to the shared
parking formula in Division 14 of Article 3 will be available to avoid on-street
parking in the immediate vicinity of the parcel proposed for development.
The redevelopment of Sites A, B and C, even with the reductions requested, will increase
the amount of and functionality of parking for the overall campus. The Homeless
Emergency Project is an outreach ministry of Everybody's Tabernacle. Both H.E.P. and
the church utilize the same parking, but on a "shared" or non-peak use basis. When
H.E.P. is operating during the week, the church is not holding services. Likewise, when
the church is holding services, generally on Sundays and Wednesdays, H.E.P. is not
operating. Almost 90 percent of the H.E.P. clients do not drive. Many of the workers in
the thrift store are residents ofH.E.P. housing and/or use public transportation.
D. GENERAL APPLICABILITY (Section 3-913): Conditions which are imposed by the
Community Development Coordinator and the Community Development Board
pursuant to a Level One or a Level Two Approval shall ensure that:
1. The proposed development of the land will be in harmony with the scale, bulk,
coverage, density, and character of adjacent properties in which it is located.
Site A is presently zoned Commercial District and is developed with deteriorated buildings
and undefined parking that is in close proximity to the street frontages along N. Betty Lane,
Engman Street and Fairburn Avenue. Redevelopment of this site with a modem building
and paved parking that meets Code requirements, including enhanced landscaped areas,
will be in harmony with and be compatible with the character of the surrounding area. The
redevelopment of Site B from a commercial use to a residential use as a residential shelter
will significantly change the character of the property. Landscaping and drainage
improvements will help soften this change of character, which will be in harmony with the
character of this area of N. Betty Lane. The redevelopment proposed for Site C will
provide for the consolidation of office and client services into one building, while
providing for additional on-site parking. With the removal of a prefabricated building, the
proposal will result in enhanced parking, open space and site aesthetics. The
redevelopment of these three sites as part of the overall H.E.P. campus could lead to
enhanced redevelopment activity of surrounding properties.
2. The proposed development will not hinder or discourage the appropriate
development and use of adjacent land and buildings or significantly impair the value
thereof.
Page 9
.
.
The proposed redevelopment of the three sites will significantly improve the appearance of
the properties and could be a catalyst for further redevelopment efforts of this area. The
proposal will enhance the value of and should not discourage the appropriate development
and use of surrounding properties. The estimated value of the proposed improvements to
Sites A, B and C is approximately $1.5 million.
3. The proposed development will not adversely affect the health or safety of persons
residing or working in the neighborhood of the proposed use.
The proposal involves the redevelopment of existing properties, demolition of dilapidated
buildings, improved drainage and parking, additional landscaping and improved pedestrian
and vehicular movement. The proposal will upgrade the quality, health and safety of
persons utilizing H.E.P. facilities, as well as the surrounding area. Driveway cuts will be
reduced on Sites A and B. Sidewalk improvements will be installed, which will benefit all
neighborhood residents.
4. The proposed development is designed to minimize traffic congestion.
The proposed redevelopment should not generate additional traffic, as the proposed
improvements essentially replace existing administrative offices and retaiVstorage facilities
currently located on-site. The redevelopment of Site B with a residential shelter will
generate less vehicular traffic than the existing commercial use. The redevelopment of Site
A will reduce the number of driveway cuts on adjacent roadways. The main parking area
for the thrift store is oriented toward N. Betty Lane, which carries more traffic than other
adjacent roadways. The 27 parking spaces proposed on-site are augmented by an
additional 20 parking spaces within Fairburn Avenue north of Engman Street. The
improvements proposed for Site C will increase on-site parking by six spaces. There are
various existing parking areas on Site C that provide adequate parking for the
administrative offices and for client services. Most of the H.E.P. clients do not own a
vehicle and work or use public transit.
s. The proposed development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
The character of the immediate vicinity is basically single-family on the east, south and
west sides, with commercial and storage uses north of Engman Street. and limited
commercial uses on the east side ofN. Betty Lane at Engman Street. The character of the
immediate vicinity, which is primarily residential, will be enhanced with the improvements
proposed to Sites A and B. The redevelopment of Site C will enhance the nonresidential
character of the area to the north, which could lead to further improvements to the area, as
well as the single-family uses to the west.
6. The design of the proposed development minimizes adverse effects, including visual,
acoustic and olfactory and hours of operation impacts, on adjacent properties.
The proposal for all three sites will significantly improve the aesthetic impacts on the
surrounding area through the demolition of dilapidated buildings and replacement with
Page 10
.
.
new, modem buildings with landscaped parking areas. The hours of operation for H.E.P.
will not change with the proposed improvements. H.E.P. will manage it's own solid waste
needs. Any future dumpster on the campus will need to meet all Code requirements for
design and placement on the property.
SUMMARY AND RECOMMENDATION:
The application and supporting materials were reviewed by the Development Review Committee
on May 16, 2002. The Planning Department recommends APPROVAL of the Flexible
Development application, as a Comprehensive Infill Redevelopment Project, with the following
requests:
. Site A - Permit the construction of a retail sales use (thrift store) in the Commercial
District with 1) a reduction in the front (east) setback along N. Betty Lane from 25 feet to
24 feet to pavement; 2) a reduction in the front (north) setback along Engman Street from
25 feet to 19 feet to building and from 25 feet to 15 feet to pavement; 3) a reduction in the
front (west) setback along Fairburn Avenue from 25 feet to 15 feet to building and pave-
ment; and 4) a reduction in required parking from 56 spaces to 47 spaces;
. Site B - Permit a residential shelter in the Commercial District with 1) a reduction in front
(west) setback along N. Betty Lane from 25 feet to 15 feet to stairwell and from 25 feet to
23 feet to building; and 2) a reduction in the rear (east) setback from 20 feet to 10 feet to
stairway ramping; and
. Site C - Permit the expansion of an existing social service agency in the Institutional
District with 1) a reduction in the front (west) setback along Fairburn Avenue from 25 feet
to 8.64 feet to building and from 25 feet to four feet to pavement; and 2) a reduction in re-
quired parking from 11 spaces to 6 spaces for the expanded floor area;
under the provisions of Section 2-704.B and Section 2-l204.A, for the site generally located at
1120 North Betty Lane, with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.B and Section 2-l204.A.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That any change in ownership on Site A (retail thrift store) be evaluated for complementary
operational characteristics and parking demand, and may require approval by the Community
Development Board (CDB);
2. That the landscape plan for Site C be amended to include a hedge along the north and east
sides of the parking lot in the northeast comer of the property, to the satisfaction of Staff, prior
to the issuance of any permits for Site C improvements;
3. That any existing or future dumpsters on either Sites A, B or C be located, designed, properly
enclosed and constructed in accordance with City standards;
Page 11
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.
4. That the color of proposed buildings be consistent with existing buildings and be approved by
City staff prior to the issuance of building permits for those buildings; and
5. That all signage meet Code, including the removal/redesign of any existing nonconforming
signs, through building permits prior to the issuance of a certificate of occupancy for the
applicable site.
Prepared by Planning Department Staff:
ATTACHMENTS:
Aerial Photograph of Site and Vicinity
Location Map
Zoning Atlas Map
Application
Page 12
~5/05/2002 08:14
4434875
JUN-06-2002 16:51
.
.
PAGE 01
P.01
CITY OF CLEARWATER
PoST OmCli Box 4748, CLlWlWAnR, FI.OIlIOA 337584748
em HAll., 112 SoorH OsCliOIA AVEN1.l2, CILU:\lrA'I'EI. FI.ol<lD.\ 33756
'1"P1BI'HONE (727) 5624040 PAX (J27) 562-4052
em MANACER
May 21 ~ 2002
Ms. Bubara ('-.teeD
Administtator
Homeless Emetgency Project, Inc.
1120 N. Betty Lane
Oeatwater, FL 33755
r"......!!! I! ~
I~-~ iL ~
Deaf Ms. Green:
T'hi., lettt;r is in reference to the pu~g along Faitbum Avenue, uorth of'Engman SttI!::ot Rnd south
of Steveosons Creek. It hl my undetstaading that you have been utilizing this area fot :pa.cking o( 20
spaces OV'et the yeatS with approval from the fo!ml!:t Assistant City Managet Bill Baker.
I understand you W$\nt to teel:tlIbJish tbi$ uell AS "Q lllowable ~lMg area in accotdant;e with the
City's PIlMing Depslrtmettt. I uuderstand H.E.P. is c;urrendy being redeveloped under the Qty of
CleA.r\l1lters flexible tedevelopment program. In quantifying the avaiJable ~ I.~ your facilities
And suncunding ncighborhoo~ the usage of this right-of~way as a COtnlIlwllty pUking area. would
benefit in this plan. I do not anticipate any problem with this 2tta for cOmn1@ity parlling.
SinCerely,
.t::J.~. :8. 4. &. _
V" ~~e II . ...
City MAnager
BmIlN J. Ai.lN~l'. ~YOll-CoMM'$tlllnlliR
WkITNE'C GI\I\T, Vlt;;B MAYOM-CuMMI551ONl!Il HOYT liANIL'l'OI'I, COMML.'ISIONl!ll
fRANK HIOBARD, CoMMIS5IONEll CD 811.L)ONSON. COMMllllIlONlR
TOTAL p.a1
CITY OF CLEARWATER
loNG RANGE PLANl'l"ING
DEVELOPMENT REvlEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756
TElEPHONE (727) 562-4567 FAX (727) 562-4576
June 19, 2002
Green - Page Two
. ...
.
June 20, 2002
Bases of Aooroval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-704.B aod Section 2-1204.A.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Ms. Barbara Green
Homeless Emergency Project, Inc. F
1120 North Betty Lane
Clearwater, FL 33755
ILE
Conditions of Aooroval:
1. That aoy chaoge in ownership on Site A (retail thrift store) be evaluated for complementary
operational characteristics and parking demand, and may require approval by the Conununity
Development Board (CDB);
2. That the landscape plan for Site C be amended to include a hedge along the north and east
sides of the parking lot in the northeast comer of the property, to the satisfaction of Staff,
prior to the issuance of any permits for Site C improvements;
3. That any existing or future dumpsters on either Sites A, B or C be located, designed, properly
enclosed and constructed in accordance with City standards;
4. That the color of proposed buildings be consistent with existing buildings and be approved by
City staff prior to the issuance of building permits for those buildings; and
5. That all signage meet Code, including the removal/redesign of any existing nonconforming
signs, through building permits prior to the issuance of a certificate of occupancy for the
applicable site.
RE: Development o~7e FLD 02-04-09 - 1120 North Betty Lane (Master address;
Request involve ,ir~um Avenue, UI~ ,"ur/II Betty Lane aod 1215 North Betty
DearM:~een: t \\ <t (c:.n C'&c:T ...u,~)
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On June 18, 2002, the Community Development Board reviewed your
Flexible Development application, as a Comprehensive Infill Redevelopment Project, with the
following requests:
. Site A (1212 N. Betty Lane) - Permit the construction ora retail sales use (thrift store) in the
Commercial District with 1) a reduction in the front (east) setback along N. Betty Lane from
25 feet to 24 feet to pavement; 2) a reduction in the front (north) setback along Engman
Street from 25 feet to 19 feet to building aod from 25 feet to 15 feet to pavement; 3) a
reduction in the front (west) setback along Fairburn Avenue from 25 feet to 15 feet to
building and pavement; and 4) a reduction in required parking from 56 spaces to 47 spaces;
. Site B (1215 N. Betty Lane) - Permit a residential shelter in the Commercial District with 1)
a reduction in front (west) setback along N. Betty Lane from 25 feet to 15 feet to stairwell
and from 25 feet to 23 feet to building; and 2) a reduction in the rear (east) setback from 20
feet to 10 feet to stairway ramping; and
. Site C (1120 Fairburn Avenue) - Pennit the expansion ofan existing social service agency in
the Institutional District with I) a reduction in the front (west) setback along Fairburn
Avenue from 25 feet to 8.64 feet to building aod from 25 feet to four feet to pavement; and 2)
a reduction in required parking from 11 spaces to 6 spaces for the expanded floor area.
Pursuant to Section 4-407, an application for a building pennit shall be made within one year of
Flexible Development approval (June 18, 2003). All required certificates of occupaocy shall be
obtained within one year of the date of issuance of the building permit. Time frames do not
change with successive owners. The Community Development Board may grant an extension of
time for a period not to exceed one year and only within the original period of validity.
Please be aware that the issuance of this Development Order does not relieve you of the necessity
to obtain any building permits or pay any impact fees that may be required. In order to facilitate
the issuance of any permit or license affected by this approval, please bring a copy of this letter
with you when applying for any permits or licenses that require this prior development approval.
Based on the application and the staff recommendation, the Community Development Board
(COB) APPROVED the application with the following bases and conditions:
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may
be initiated by a property owner abutting the property which is the subject of the approval within
14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay
the effect of the decision pending the final determination of the case. The appeal period for your
case expires on July 2, 2002.
BRIAN j. AUNGST, MAYOR-COMMISSIONER
En HART, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSlOOEIl
HoYT H.v.lllTON, COMMISSIONER * BIU.)ONSON, COMMISSIONER
"EQUAL EMPl-OYMENT AND AFFIRMATIVE AcTION EMPLOYER"
June 19,2002
Green - Page Three
If you have any questions, please do not hesitate to call Wayne M. Wells, Senior Planner, at 727-
562-4558.
V cry truly yours,
~
Cynthia Tarapani, AICP
Planning Director
Cc: Mr. Michael Reineke, Wade-Trim
Mr. Michael Holmes, City Of Clearwater Housing
S:\Planning Deparlment\C D BIFlex\lnnaC/ive or Finished Applicalions\Belty N 1110 Homeless Emergency Project-
Approved\Belly N 1110 Development Order.doc:
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TIDEMARK
COMPUTER SYSTEMS, INC.
.onditions Associated With .
Case #: FLD 02-04-09
6/4/2002
2:06:38PM
PNRI Parks & Recs Condition Warn PNRI 5/13/2002 DWR
Further info. is needed before it can be determined whether Open Space impact fees will be due for this project. Contact
Deb Richter at 562-4817.
ZONE Zoning Condition None NOT MET 5/1/2002 MTP
. All Code requirements not specifically waived through this application to be met prior issuance of any permits,
Certificate of Occupancy and/or Occupation License as applicable
Page 1 of 1
CaseConditions..tpt
B.
CONTINUED IT.: (Item 1):
.
1. Case: FLD 02-02-03 - 18 Glendale Street Level Two Application
Applicant: Mr. Scott Ogilvie.
Location: O.lO-acres located on the north side of Glendale Street, approximately 150 feet
west of Mandalay Avenue.
Atlas Page: 258A.
Zoning: MHDR, Medium High Density Residential District.
Request: Flexible Development approval to reduce the required front (south) setback
from 25 feet to 1.6 feet (to deck) along Glendale Street and to reduce the side (west)
setback from 10 feet to 1.9 feet (to deck), as a Residential Infill Project under the
provisions of Section 2-404.
Proposed Use: A 264 square foot wood deck as accessory to an existing dwelling.
Presenter: Wayne Wells, Senior Planner.
C. LEVEL TWO APPLICATIONS: (Item 1):
1. Case: FLD 02-04-09 - 1120 N. Betty Lane (Master address; Request involves 1120
Fairburn Avenue, 1212 N. Betty Lane and 1215 N. Betty Lane)
Owners: Everybody's Tabernacle Inc. and Homeless Emergency Project Inc.
Applicant: Homeless Emergency Project Inc. (H.E.P.)
Representative: Barbara Green.
Location: 3.37 total acres located on the east and west sides of North Betty Lane,
between Cedar Street and Engman Street (including 1.01 acres on the southwest comer of
Engman Street and N. Betty Lane (Site A - 1212 N. Betty Lane), 0.35 acres on the east
side ofN. Betty Lane across from Engman Street (Site B - 1215 N. Betty Lane) and 2.01
acres on the west side of N. Betty Lane, east side of Fairburn Avenue, between Cedar
Street and La Salle Street (Site C - 1120 Fairburn Avenue).
Atlas Page: 269B.
Zoning: C, Commercial District (Sites A and B) and I, Institutional District (Site C).
Request: Flexible Development application, as a Comprehensive Infill Redevelopment
Project, with the following requests:
· Site A - Permit the construction of a retail sales use (thrift store) in the Commercial
District with 1) a reduction in the front (east) setback along N. Betty Lane from 25
feet to 24 feet to pavement; 2) a reduction in the front (north) setback along Engman
Street from 25 feet to 19 feet to building and from 25 feet to 15 feet to pavement; 3) a
reduction in the front (west) setback along Fairburn Avenue from 25 feet to 15 feet to
building and pavement; and 4) a reduction in required parking from 56 spaces to 47
spaces;
· Site B - Permit a residential shelter in the Commercial District with 1) a reduction in
front (west) setback along N. Betty Lane from 25 feet to 15 feet to stairwell and from
25 feet to 23 feet to building; and 2) a reduction in the rear (east) setback from 20 feet
to 10 feet to stairway ramping; and
· Site C - Permit the expansion of an existing social service agency in the Institutional
District with 1) a reduction in the front (west) setback along Fairburn Avenue from 25
feet to 8.64 feet to building and from 25 feet to four feet to pavement; and 2) a
reduction in required parking from 11 spaces to 6 spaces for the expanded floor area.
Proposed Use: The proposal includes a 13,975 square-foot retail thrift store (Site
A), an 8-unit residential shelter (Site B) and the addition of a two-story addition, a
second-floor addition and a second-floor connecting walkway between buildings for
the H.E.P. administrative offices and dental clinic (Site C), as part of a master plan
for the site.
Presenter: Wayne Wells, Senior Planner.
COR a!Jenna - 6/1 R/02 - Pa!Je 2
e
.
*
From: Planning Department -
\.0~-...D... Wt.\~
Plan er Requesting Maps
FLEXIBLE DEVELOPMENT MAP REQUEST
Please prepare the following maps:
1. Color Aerial Photograph with the property outlined and streets marked.
2. Location Map
3. Flexible Development Request Map
4. Existing Surrounding Uses Map
Requested on: ~~1-
;
i
,
For Completion by:
(g \~ )~'Z-
.
Survey Attached: J I
Legal Description Attached: ri
Comments:
f\ tAt G. co. Nt ^ .s "~,,tlt..:/~
Fi..~ I (3 L.. E- D ev E:L-'O ~ M ecJT t.e~ue~T
EN"..., '0 ,~~s \...\.u-~t.\... \~. CASE: FLD
OWNER: 02. -04-'0'
~4. \ e.s " e ,..~ '" ~ c..I.\ ~ ~CLc.. ~ . \(\C.,.
J I PROPERTY SIZE (ACRES:) "!.. "!. 1 ~\
SITE: \ \ 1..0 N. Be~ ") ~
PIN: NVMe..ro ~s
ATLAS Z(,' B
PAGE:
.
.
CITY OF CLEARWATER
NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS
E!lt~ fJilRll
(. t'
The Community Development Board of the City of Clearwater, Florida, will hold public h s . n~jTue;' ,
June 18,2002, beginning at 2:00 p.m., in the City Commission Chambers, in City Hall, 3rd floor 1121~C
Avenue, Clearwater, Florida, to consider the following requests:
NOTE: All persons wishinl! to address an item need to be present at the BEGINNING of the meetinl!. Those
cases that are not contested by the applicant. staff. neil!hborinl! property owners. etc. will be placed on a
consent al!enda and approved by a sinl!le vote at the bel!inninl! of the meetinl!.
1. Scott Ol!ilvie is requesting a flexible development approval to reduce the required front (south) setback from 25
feet to 1.6 feet (to deck) along Glendale Street and to reduce the side (west) setback from 10 feet to 1.9 feet (to
deck), as a Residential Infill Project under the provisions of Section 2-404 (Proposed Use: A 264 square foot wood
deck as accessory to an existing dwelling) at 18 Glendale St., Clearwater Beach Revised, Blk 4, Lot 13. FL 02-02-03
2. Evervbodv's Tabernacle Inc. and Homeless Emerl!encv Proiect Inc. Flexible Development application, as a
Comprehensive Infill Redevelopment Project, with the following requests:
Site A - Permit the construction of a retail sales use (thrift store) in the Commercial District with 1) a reduction in
the front (east) setback along N. Betty Lane from 25 feet to 24 feet to pavement; 2) a reduction in the front (north)
setback along Engman Street from 25 feet to 19 feet to building and from 25 feet to 15 feet to pavement; 3) a
reduction in the front (west) setback along Fairburn Avenue from 25 feet to 15 feet to building and pavement; and 4)
a reduction in required parking from 56 spaces to 47 spaces;
Site B - Permit a residential shelter in the Commercial District with 1) a reduction in front (west) setback along N.
Betty Lane from 25 feet to 15 feet to stairwell and from 25 feet to 23 feet to building; and 2) a reduction in the rear
(east) setback from 20 feet to 10 feet to stairway ramping; and
Site C - Permit the expansion of an existing social service agency in the Institutional District with 1) a reduction in
the front (west) setback along Fairburn Avenue from 25 feet to 8.64 feet to building and from 25 feet to four feet to
pavement; and 2) a reduction in required parking from 11 spaces to 6 spaces for the expanded floor area (Proposed
Use: The proposal includes a 13,975 square-foot retail thrift store (Site A), an 8-unit residential shelter (Site B) and
the addition of a two-story addition, a second-floor addition and a second-floor connecting walkway between
buildings for the HEP. administrative offices and dental clinic (Site C), as part of a master plan for the site) at 1120
N. Betty Lane Master address; Request involves (Site C-1120 Fairburn Avenue), (Site A-1212 N. Betty Lane) and
(Site B-1215 N. Betty Lane), Fairburn Addition, Elk C, Lots 1-4 & 10-12; Pinebrook Unit No.2, Lot 16; and
Fairburn Addition, Blk F, Lots 1-14. FL 02-04-09
Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the
Planning Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the
Board, with respect to any matter considered at such hearings, will need a record of the proceedings and, for such
purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony
and evidence upon which the appeal is to be based per Florida Statute 286.0105.
All individuals speaking on public hearing items will be sworn in.
Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review
by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning
Department, 100 S. Myrtle Ave., Clearwater, FL 33756, or call (727) 562-4567.
Lisa Fierce
Planning Department
Cynthia E. Goudeau, CMC
City Clerk
City of Clearwater
P.O. Box 4748, Clearwater, FL 33758-4748
NOTE: Applicant or representative must be present at the hearing.
--'
.
.
YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 500
Fr. OF THE SUBJECT PROPERTY.
A COPY OF THIS AD IN LARGE PRINT IS A V AILABLE IN THE CITY CLERK DEPT. ANY PERSON
WITH A DISABILITY REOUIRING REASONABLE ACCOMMODA nON IN ORDER TO
PARTICIPA TE IN THIS MEETING SHOULD CALL THE CITY CLERK DEPT WITH THEIR REOUEST
AT (727) 562-4090.
Ad: 06/02/02
TINSLEY, JAMES S
140B N BETTY LN
CLEAF~WA TEF< FL
~S3155 2601
e
(L 6a-o't-Ocr CtB b~(g--0d
f?b' (D! R) 7-F}
FILE
TINSLEY, JAMES S
104 14TH f),VE NI.,)
LARGO FL
33170U28
It
rYIf;' &u bOo- Greet\
l \2.0 10. ~4't be
C(eo.x-l.L.-l:L+er, /(2L 331S;~
PINELLAS BO OF PUB INST
PO BOX 2942
LARGO FL
337'79 2942
PINELLAS BD OF PUB INST
PO~'" ~{....,
LA CO ."
~$3' 1 2 2
EVERYBODY'S TABERNACLE INC
C/O HOMELESS EMERGENCY PRO
1120 N BETTY LN
CLEARI~)!"TER FL
3~S7 5.5 3303
ELLEr" PAnnCIA
1504 STEVENSONS DR
CLEAF<WATER FL
;3~57 55 2646
OIEN & COWART ENTRP INC
1305 WOODBINE ST
CLEARWATER FL
33755 2147
WATERS, JAMES L TRE
2t45,l Bcmo AVE
CLE(.~R~~ATER FL
:S~'\759 1200
e
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DOYL.E, EVEL Y~! r1
.1325 LOTUS rm N
DUNEDIN FL
~';4698 5410
M
N
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EVERYBODY'S TABERNACLE
,1120 N BETTY U>j
CLEARWATER F'L
33755 3303
INC
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EVER,l~, , DY'" TABEI~NACLE
.1120 ' ~~ . LN
CLEA,I (. FL
~';375.;' 0303
INC ABERNACLE INC
N
OILLAf-<D, GEORGE
MOONEY, LUCRETIA A
1525 STEVENSON DR
CLEM<'/.Jf'HER FL
~>;3755 2648
BLUNT, AU CE
BL,UNT, DERICK E
1201 FAIRBURN AVE
CLEARWATER FL
33755 3321
HOMELESS EMERGENCY PROJECT
J.120 N BETTY LN /
CLEARWATEf~ F'L
337 55 ~';303
INC
PUGH, HENRIETTA W
1208 FAIRBURN AVE
CLEARWATER FL
3375.5 3320
EVANS, LONNIE J
EVANS, CASTELLA E
1214 FAIRBURN AVE
CLEARWATER FL.
33755 3320
[Vie (~BEE, DAV I D
MC AGEE, PATRICIA
1204 FAIRBURN AVE
CLEM-<v,IATER Fl.
3375.5 3320
RICHARDSON, SHERI C
JONES, ESSIE M
1124 FAIRBURN AVE
CLEARWATER FL
33755 3318
ElAKER, GREGORY
B{~IKER, CHERYL R
1116 FAIRBURN AVE
CLEARJ;.,IATER I"'L
33755 33113
PROJECT
PROJECT
lNC
INC
1.12
CLE ~
337 .
HIC
E:VER'r," D,Y' 3i}BERNACLE
Li2 N BE)T" N
CLEA~.J;.! T R L
v~) ,~"
H1C
ABERNACLE INC
LN
FL
POLLOCK", P,U3ERT
1021 FAIRBURN AVE
CLEAI~J;.,I(.nER FL
33"155 3317
GODWIN, JACQUELINE L
1231 PALMETTO 3T
CLEARvJATER FL
33755 4334
e
.
L
BARNES, ENOCH
BARNES, RUBYE L
1020 r-l BETTY LN
CLEARWATER FL
33755 3301
ST
COOPEn, W(WNE H
MAJOR-COOPER, CHEnYL
1020 FAInSURN AVE
CLEf1RWf'<TEr~ FL
33755 3316
CI_Ef'lm~ATER, C..., . r
A TTN: PUBL ,WORKS
PO BOX 48
CLE (HER FL
3 758 4748
THOMAS, CALVIN E
/;UHTS, Bf'IRBARf'<
1012 PINEBROOK DR
CLEAnl-llATER FL
33755 3432
WHARRAN, WILLIAM
WHARRAN, LYNN
1014 PINEBROOK DR
CLEi.'<RWATER FL
33755 3432
LUDEKER, CATHERINE
1016 PINEBROOK DR
CLE!~m~ATER FL
KIRTLEY, JAMES L
KIRTLEY, CAROL
1018 PINEBROOK DR
CLEARWfHER FL
33755 3432
~53"'l55 ~3432
GENDUSA, SAMUEL J
1020 PINEBROOK DR
CLEARWATER FL
;:;:5755 3432
PATELU'" RONALD
PATELLA, ELIZABETH M
1022 PINEBROOK DR
CLEARWHER FL
33755 3432
DODSON, GOLDIE G
1024 PINEBROOK DR
CLEARI~)ATER FL
BENNETT, JASm'j
1015 N BETTY LN
CL.EAR/AiATER FL.
3;$755 ;3304
33755 3432
RICHESON, BERNADETTE
1101 I'! BETTY LN
CLEAI'<I~)ATEFI FL
BULLOCK, ELVENA
1107 N BETTY L.N
CLEARliJATER FL
33755 3304
::33755 3304
CARTER, W MIL.ES TRE
.1115 N BETTY LN
CI_EARW!HER FL
CAR~TR' W ES
111 E' LN
CLE W '" FL.
337 . ::"';,04
TRE
~53755
DIMAS, WILLIAM C
1117 N BETTY LN
CLEAR'NATER FL.
3;3755 3304
SERGEANT ALL.EN MOORE
COMMUNITY PTNSHP, INC
1201 N BETTY LN
CLEARI;If'<TER FL
33755 32,06
SERQ~ENT ALL. N MOORE
COl"iM~ ' ':Y ,SHP IHC
1201 B Y LN
CLEAf T FL
33755 3306
t1 ff, H CO
Clo PL.OCH. MAnK C
1211 N BETTY LH
CU::nRWMER FL
33755 3306
PROJECT
DAHKAS INVESTMENT CLWR IHC
6537 SEAFAIREn DR
Tf.'iMPn FL
~:;3615 2500
GHOLnMPOUR, BEHNAM
1427 H BETTY L.N
CLEARt.-Jr-HER FL
33755 2608
.
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t1ES?\GNO, BRUCE
10514 100TH ST
LARGO PL
::'531'73 4548
DANKAS INVESTMENT CLWR INC
1366 It~DIAN GR
MISSISSAUGA ON L5H 2S6
CANADA
CRABTREE, RICHARD
CF,ABTf:;:EE, BENTE
1316 OVEF,LEA ST
CLEARWATER r'L
:52;755 :5422
STOFFLET, FRANCES
1327 OVERLEA ST
CLEARWATER FL
33755 3423
BOONE, JAMES 0
BOONE. ROBIN
J.321 OVERLEf) ST
CLE?\RJi,J(HER FL
33755 :'5423
PORTALA, SARAH J
1317 OVERLEA ST
CLEAR\f..IA TER FL
33755 3423
DE BUSK. PEGGY A
.1315 OVERLEA ST
CLEAR\.I!ATER FL
:33755 3423
RICHEY. PAT F
1309 OVERLEfi ST
CLEARWATER FL
33755 3423
FLOYD, THOMAS SR
FLOYD. ELIZABETH 0
1471 FAIRMONT ST
CLEAm/ATER FL
33755 2753
JELKS, DOLORES
1520 STEVENSONS DR
CLEARWATER FL
33755 2646
.Jot'-lES, MARY S
Jot'~ES, ALPHONSO
1516 STEVENSONS DR
CLEARWATER FL
33755 2646
ELSDO!'!, GARY 0
ELSDON, FAY E
1512 STEVENSONS OR
CLEARWATER FL
33755 2646
FREEtvlAN, ()NGELO
J,4EBB, ROSE M
1508 STEVENSONS DR
CLEARI~JATER FL
33755 2646
ELLET, PATRICIA
1504 5TEVENSONS DR
CLEAR\f..IATER FL
33755 2646
DIEN & COWART ENTRP INC
1305 WOODBINE 5T
CLEARINATEf~ FL
SMITH, PATRICK 0
1509 STEVEN50NS DR
CLEARWATER FL
33755 2647
~53'l55 2747
WATERS, JAMES L TRE
2451. BOND AVE
CLE,<)RI,J"IATEf"< FL
33759 .1200
OF PUB INST
F PUB INST
ITY OF
JONES, LEE A
JONES, ROSA E
1276 NICHOLSON ST
CLEARWATER FL
33755 4325
BURT, SYLVIr'l A
K. I D[), Ef:;:ROL ,J
900 N BETTY LN
CLEAf~I^lf1TEF, FL
::S3755 4307
JOSEPH, HYACINTH J
1279 PALMETTO ST
CLEARv.JA TER FL
33755 4334
.
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BOYD" STANLEY 0
BOYD, CHRISTINA E
1273 PALMETTO ST
CLEp~Rlt)ATER FL
33755 4334
DANIELS, JOE L
1265 PALMETTO 3T
CLEARWATER FL
33755 4334
PClit!ELL, r1ARY F
1261 PALMETTO ST
CLEARJ.I.,iP,TER FL
DOYLE, EVELYN M
1~T: R N
D . UL
:5 ,8,2LO
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ABERNACLE INC
BERt'jACLE INC
N
ABEF~NACLE I NC
LN
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DILL.ARD, GEORGE
MO~, ETIA A
15 E .:NSON DR
CL . '.. FL
33755 2648
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HOMELESS EME
112 "T
CLE T-
337,. 32';03
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INC
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riC ABEE, DAVID
MC ~::., ^ ICIA
120 . R RN AVE
CL.E A.R FL.
33755 3320
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BAKER~GREC.'ORY
8f~I<.EF; R. F/
1116 F 'R VE
CLEA TEl FL.
33755 3318
HOME
1120
CLEA
PROJECT
HOMELESS EMERGENCY PROJECT
1120~" Y.N
CL.EA J-' FL
33750 3 3
EVERYBODY'S TABERNACLE INC
1120 r'l~) ,. Y
CLEAR It! I .. ~ ::
33755 . ~ :5
EVERYBODY'S TABERNACLE INC
112~' -1
CLE T, FL
337.=< 3- .3
EVERYBODY'S TABERNACLE INC
11~' LN
CL A T FL
33, l:: ~ 0
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POLLOCK, NATHANIEL
1322 FAIRMONT ST
CLEARWATEr, FL
3:$755 2011
PARKER, EARL
1005 FAIRBURN ST
CLEAR1rJATER FL
~53755 3317
MITCHELL, JOHN R
MITCHELL, MARTHA J
1284 PALMETTO ST
CLEAR\oJATER FL
3~57.55 43:)6
~TORDAI"" ANDREv,J
410 PENNSYLVANIA AVE N
CLEARI~!ATER FL
:33755 4443
COONEY, JULIUS C
COONEY, I ONI~
1016 N BETTY LN
CLEAR\/HirER FL
33755 3301
H
, CHERYL
AVE
**********
1012 FAIRBURN AVE
CLE~lm~(~TER FL
~537.55 3316
C:;RI-W, F'AMELA D
1006 FAIRBURN AVE
CLEAR'^IATER FL
33755 3316.
MAFHIN, TROY F)
1011 PINEBROOK DR
CLEAR1i-JATER FL
33755 3434
WILSON, ELEANOR M TRE
1000 PINEBROOK DR
CLEF)R~\JATER FL
33755 3432
e
INC
RT
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L
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1231
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3375,
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COOPER, AILEANE M
1011 FAIRBURN AVE
CLEAR\.IJATER FL
33755 3317
ST CLAIR, EZRA S
3238 HUNTER CT
APOPKA FL
32703 4928
COLLINS, LORENZO L JR
RT 3 BOX 39
STAR CITY AR
71667
MC CRAY, CARLTON L
MC CRAY, PATRICIA V
1012 N BETTY LN
CLEARWATER FL
33755 3301
BARNES,
BARh!
102
CLE
33755
ROBINSON, MARY L
1016 FAIRBURN AVE
CLEARWATER FL
33755 3316
JOHNSON, CLEVELL
JOHNSON, ANTOINETTE
1008 FAIRBURN AVE
CLEARWATER FL
33755 3316
SEECHARAN, ARNOLD
2625 MOYERS RD
RICHMOND CA
94806 2724
CLEARWATER,
ATTN: PU C
PO BO 4748
CL R~\IATER FL
63758 4748
BREEDEN, JULIE A TRE
MICHAUD, MARY R TRUST
1002 PINEBROOK DR
CLEARWATER FL
33755 3432
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WOLFF, ROBERT M JR
1004 PINEBROOK DR
CU::ARliJATER FL
~337 55 3432
JAYE, BARRY M
JONES-JAYE, CHERYL A
1006 PINEBROOK DR
CL.EARWATER FL.
33755 3432
CARPENTER, DONAL.D C
CARPENTER, CONNIE J
1008 PINEBROOK DR
CL.EARWATER FL.
33755 34~:;2
BRADL.EY, TERRY A
BRADL.EY, KAREN T
1010 PINEBROOK DR
CLEARWATER FL.
:33755 3432
THOMAS, CAL.VIN E
1~.IA..TT~'PiR "
1012. 'B < DR
CL EA T "- .
33755 3432
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LUDEKER, CATHERINE
1016~IEER ,DR
CL.EP, T :F L
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101
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33755 3432
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KING, ROBERT E
f{,ING, SAHA J
1312 PAL.METTO ST
CLEARWATER FL
33755 5053
,JACKSON, MEDA T
1306 PAL.METTO ST
CLEAF'<WATER FL.
33755 5053
B I LAL, Y~ICUB A
BIL.AL., FELECIA A
1300 PALMETTO ST
CLEARWATER FL
33755 5053
Wf.lDE, ItJ~IL.L.ACE
ItJ!~DE, CATHERINE
1.007 N BETTY LN
CLEI~r.:V\IP,TER FL
33755 3302
BmT, ANNIE W
1009 t'l BETTY U'j
CLEARIto.lATER FL
33755 3302
RICHESON, BERNADETTE
110"~1 ,E LN
CL.E- . FL
337::>5 3304
CARTER, W MILES TRE
11. L~' E L.N
CLEA E FL
337
C.AR~". ,W. ':LES
ILL ' " E L.N
CL.E. A FL
337 ::>~> 3304
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CLEARWATER, CIT OF
112 S OSCE _ AVE
PO BOX <l8
CL.EP (-. TEI~ FL.
33758 4748
SERGEANT ALLEN MOORE
COM~. '1 Y 3HP, INC
120 . E L.N
CLEf.1 A R FL.
33755 3306
COMt1UN
1201 r,
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11 & H CO
C/O Pawl, K C
1211 ' .T LN
CLEAR r ~ -"L
33755 3306
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TINSLEY, .JAMES S
704~
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PUB INST
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EVERYBODY'S TABERNACLE INC
1.120~"'E'r.\t J'I
CLEA R-L
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EVER~YBODY:S TABERNACLE INC
1120 " r ,N
CLEA ,T: L
3375 3
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i:.>t A
DR
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PROJECT
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PUGH, HENRIETTA W
120~ AVE
CLE A FL
337 .) 3 20
MC A~BE' DAY"
r-1C A ':: P CIA
1204 B NAVE
CLEf'.)' TE FL
33755 3320
33755 3320
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BAKER, GREGORY
BAKE~" -E~ f~
1116 B NAVE
CLEA T. "L
33755 3318
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EVERYBODY'S TABERNACLE INC
112~'E - U'I
CLE FL
337 >J.O_,
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EVERYBODY'S TABERNACLE INC
11~'B T Uj
CL 'N-T' FL
33~ :S .: .303
EV~E_RYBODY' TABERNACLE
11 .' LN
CL . R FL
33 -5 3303
INC
EVERYBODY'S TABERNACLE INC
112 E -Y LN
CLEf'i FL
TABEFINf.'lCLE INC
L.f-.i
FL
HENRION, JOYCEE P
1009 PINEBROOK DR
CLEARWATER FL
:53755 ;',434
t-IARTlN, TROY A
1011 PINEBROOK DR
CLEAR1t<!ATER FL
33755 3434
PARENTE:, JEFF
1349 ADMIRAL WOODSON LN
CLEARWATER f"'L
:5:'$7 55 3402
CLEARWATER, CITY OF
ATT~: PUBLIC ( - S DEPT
PO BOX
eLF ATER FL
33758 4748
WOLD-PARENTE, LOUISE M
1351 ADMIRAL WOODSON LN
CLE(~R~,!tHEr~ FL
:53755 3402
Gf)LI C I A, RUBEN
GAUCI(~, 8ERTHf'i
1358 ADMIRAL WOODSON LN
CLEARWATER FL
33755 3442
BERT, ROBERT H JR
BERT, PAMELA r1
1354 ADMIRAL WOODSON LN
CLE{~RW(HER Fl.
33755 3442
KING, C{~RTER E
KING, MARGARET
1350 ADMIRAL WOODSON LN
CLEARWATER FL
33755 3401
DOUGLAS, JAMES G
7924 DAY ST
SUt'-ILAND CA
91040 3310
SHAUGHNESSY, PATRICK J
HAYNES, SHERYL. M
PO BOX 1773
LARGO FL
33779
BISHOP, PATRICIA M
1357 PINEBROOK DR
CLEARI"JATER [=L
RIVERS, ARTHUR
1361 PINEBROOK DR
CLEARWATER FL
:5:5755 3437
~53155 3437
JAYE ,. BARRY M
JONES-JAYE, CHERYL. A
1006 PINEBROOK DR
CLEARv,IATER FL
3:37!;,5 3432
CARPENTER, DONALD C
CARPENTER, CONNIE J
1008 PINEBROOK DR
CLEAr'<ll~A TER FL
33755 3432
BRADLEY, TERRY A
BRADLEY, KAREN T
1010 PINEBROOK DR
CLE(')RIt~ATER FL
33755 3432
THOMAS, CALVIN E
WAT~,. SA ~
101~ E OOK DR
CLE,:: A -L
33755 3432
WH
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10.
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33755 3432
lAM
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LUDEKER, CATHERINE
101~N OK DR
CLE TEi FI-
337 3 3~
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GENDUSA, SAMUEL J
10~( It OOK Df~
CL R R FL
33-'-, 432
DFI
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DODSON, GOLDIE G
10.~OK DR
CL J FL
33 :::>5 ,4 2
33755
WEST. FLORENCE E
4750 WOODARD WAY ~ 87
LIVERPOOL NY
13088 4663
OlSA. MlCHAEL R
1028 PINEBROOK DR
CLEARWATER FL
33755 34:32
DE IH 1'T, r1ARY A
1358 PINEBROOK DR
CLErclR\lJATER FL
337.55 3436
DEWITT, AMY
WRIGHT, WILLIAM C
1362 PINEBROOK DR
CLEARWrHER FL
33755 3436
EHFIT. M~t'J.IE I~!
1009 N BETTY LN
CLE"~RI~JfYrER FL
BENNETT. -JASON
1(~5 ". LN
CL' I T. R FL
3:' " ,) ,04
3375;"; (:)302
BULLOCK, ELVENA
l~Y LN
C A A 'R FL
30' :;)...'> .:5304
CARTER, W MILES TRE
111~B,r LN
CU" . . Ii'.. FL
~3~)~' 5..)
CA~RER. \\1 ILES
111 . B" LN
CL .. FL,
33. 5 "304
TRE
CLEAF~WATER, C,
112 S 05C A
PO BOX 48
CLE liJrHER FL
33758 4748
SERGEANT ALLEN MOORE
COMMLNITY PTN3HP, INC
120J, ~ .. E -, LN
CLEO',,,, (:',1" FL
33'1'5.:, 3:',06
COM
120
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C
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N
MARTIN. STEVEN D
1340 OVERLEA 3T
CLEARWATER FL
3:5755 3424
COX. DONALD E
1341 OVERLEA 3T
CLEARI,vATER FL
33755 3441
TEBEAU. WESTON J
1345 OVERLEA 5T
CLEf4R\\)ATER FL
33"155 3441
H I:< S REALTY I:< PROPERTY INC
5012 (A) E BROADWAY
TAMPA FL
3:%19 2702
BELL., SUSAN
2495 STAG RUN BLVD
CLEARWATER FL
33765 .1835
KIHG. WILLIE l
f\ING. BEPTHA t1
1308 SPRINGDALE 3T
ClEAPWATEf--< Fl
33755 2740
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FRANKLIN, EVELIN
1312 SPRINGDALE 5T
CLE(4RWfHER FI_
33755 2740
BRINSON. CHARLIE
1316 SPRINGDALE ST
CLEARWATER FL
3:3755 2740
FLORIDA CONFERENCE OF THE
C M E CHURCH INC
C/O BETHANY C M E CHURCH
1325 SPRINGDALE 5T
CLEAR~1ATEFI. FL?'3755 - .l/if I
EDGE, SHARON L
1321 SPRINGDALE 5T
CLEARt.-!ATER FL
33755 2741
.J..,J r "~~~"'" ..;t,., -l.J...
MOSLEY, JANICE M
HILLMAN, DARRYL L
1317 SPRINGDALE ST
CLEARWHER FL
33755 2741
DANKAS INVESTMENT CLWR INC
6537 SEAFAIRER DR
TAMPA FL
33615 2500
GHOLAMPOUR, BEHNAM
1427 N BETTY Ll'l
CLEAI~t.-!ATER FL
3:5755 2608
i'lESAGNO" BRUCE
10514 100TH ST
LARGO FL
33773 4548
DANKAS INVESTMENT CLWR INC
1366 INDlf'1N GR
MISSISSAUGA ON L5H 2S6
CANADA
CRABTREE, RICHARD
CF<ABTREE, BENTE
1316 OVERLEA ST
CLEARWfHER FL
33755 3422
WILLIAMS, LOVETTA B
BRYANT, WILLIE R
1201 STONEY BROOK LN
DUNEDIN FL
34698 4825
SIERRA, FRANCISCO
SIERRA, t'lARISOl
1324 OVERLEA ST
ClEARWATE~< FL
33755 3422
BFI.AHDT, MAFI.K I~I
13 EAG,l..E LN
PAUl HARBOR FL
34683 6425
BL{,KE, CAFl.L YLE
BLAKE, ELAIHE K
501 FEATHER TREE DR
CLEAF<WATEf-< FL
33765 2456
ANORA5EK, BRIAN J
ANDRASEK, CATHY H
1333 OVERLEA 5T
CLEARWATER FL
SMITH, TAi'H1Y A
SMITH, MARGARET R
1329 OVERLEA ST
CLEARWATER FL
33755 3423
33J5.5 3423
STOFFlET, FRANCES
.1327 OVERLb1 5T
CLEARt.-IATER FL
~:S:3755 342:5
BOOHE, JAMES 0
BOONE, ROBIN
1321. OVERLEA ST
CLE"1RIl'iATEFI. FL
33755 3423
PORTALA, SARAH J
1::517 OVERLEA ST
CLEAR~~ATER FI_
DE BUSK, PEGGY A
1315 O\J'ERLEA ST
CLEI-)RWA TER FL
33755 3423
~$3755 3423
RICHEY, PAT F
1309 OVERLEA 3T
CL.EAR1tJ?HER FL
33755 3423
FLOYD, THOMA5 3R
FLOYD. ELIZABETH 0
1471 FAIRMONT 5T
CL.EARWATEI~ FL.
3:5755 2753
ELSDOH, Gf;lRY 0
El.SDON" FAY E::
1512 STEVENSONS DR
CL.E{iF~~')A TER PL
33755 2646
FREEMAN" AHGELO
WEBB, ROSE M
1508 STEVENSONS DR
Cl..EAR~1ATER FL
33755 2646
~
.
.
Wells, Wayne
From:
Sent:
To:
Subject:
Wells, Wayne
Friday, May 17, 2002 4:52 PM
'rclaybrooke@wadetrim.com'
Development Review Committee comments from 5/16/02 meeting
3:00 p.m. Case: FLD 02-04-09 - 1120 Fairburn Avenue and 1212 and 1215 North Betty Lane
Owners: Everybody's Tabernacle Inc. and Homeless Emergency Project Inc.
Applicant: Homeless Emergency Project Inc.
Representative: Barbara Green.
Location: 3.37acres total located on the east and west sides of North Betty Lane, between Cedar Street and Engman Street
(including 1.01 acres on the southwest comer of Engman Street and N. Betty Lane (Site A - 1212 N. Betty Lane), 0.35 acres
on the east side ofN. Betty Lane, across from Engman Street (Site B - 1215 N. Betty Lane), and 2.01 acres on the east side of
Fairburn Avenue, west ofN. Betty Lane, between Cedar Street and La Salle Street (Site C - 1120 Fairburn Avenue).
Atlas Page: 269B.
Zoning: C, Commercial District (Sites A and B) and I, Institutional District (Site C).
Request: Flexible Development application, as a Comprehensive Infill Redevelopment Project, with the following requests:
. Site A-I) Reduction in the front (east) setback along N. Betty Lane from 25 feet to 24.77 feet; 2) Reduction in the front (north)
setback along Engman Street from 25 feet to 15 feet to building and pavement; 3) Reduction in the front (west) setback along
Fairburn Avenue from 25 feet to 15 feet to building and pavement; and 4) reduction in required parking from x spaces to y spaces;
. Site B-1) Permit a residential shelter in the Commercial District; 2) Reduction in front (west) setback along N. Betty Lane from
25 feet to 21 feet to stairwell;
. Site C - 1) Permit a social service agency in the Institutional District; 2) Reduce the front (west) setback along Fairburn Avenue
from 25 feet to 8.64 feet to building and from 25 feet to four feet to pavement; and 2) reduction in required parking from x spaces
to y spaces.
Proposed Use: The proposal includes the addition of a two-story addition, a second-floor addition and a second-floor
connecting addition between buildings for the H.E.P. administrative offices and dental clinic (Site C), a 13,975 square-
foot retail thrift store (Site A) and an 8-unit residential shelter (Site B) as part of a master plan for the site.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Tom Glenn, Wayne Wells, Lisa Fierce, Cory Martens, Debbie Richter and Brian Barker
Applicant/Representative: Richard Claybrooke (engineer with Wade Trim)
The DRC reviewed this application with the following comments:
1. Parks and Recreation:
~...~ a) Further info. is needed before it can be detennined whether Open Space impact fees will be due for this project. Add
~~_,....~\'J..O to site data tables for sites a, band c. Contact Deb Richter at 562-4817.
2. Stormwater:
a) Clarify how ponds outfall directly to Stevenson Creek - still need in calculations discussed in f) below
b) It appears that southernmost site enters City Storm system. Attenuation is req'd. - still required to be clarified with
calc (see (f) below;
c) Modified Rational Method calculations that are referenced in drainage report need to be provided. - to be clarified
with (f) below;
d) Pond recovery time per City criteria is 24hrs. - need to meet this requirement;
e) SWFWMD Permit Application states that 1.0" of rainfall over the entire site will be treated. Modret calcs are ba~ed
on 1/2" of treatment. - need to see other set of calculations as discussed in f) below
f) Need storm calcs/information for sites A and C (Richard said he submitted but Brian didn't receive);
g) All of the above (2 a - e) tp be submitted to Staff prior to review by CDB.
3. Traffic en ineerin :
a) Site A - East lot shall have 24 foot aisle no 20 foot.
Jb) Need one additional handicap space (27 spaces).
) c) Site B - No specific comments.
/ d) All striping shall be white for parking spaces; all sites.
Ie) Handicap spaces to met City Standards.
J f) Site C - Need a handicap parking space and clearly defme entrance path into the lot.
1
g) All of the above (3 a -Ibe addressed prior to CDB review e
4. General ene:ineerine::
a) Sidewalk needs to be installed along LaSalle Street and Cedar Street.
j b) Drive aisle to be a minimum of 24 feet.
c) All of the above (4 a - b) to be addressed prior to review by CDB.
5. Plan nine::
a) Strongly advised applicant about the need for this case to be revised and resubmitted to DRC for review prior to
CDB- there are many changes to be made that need the benefit of review by the group as a whole; staff questioned
whether application was complete
b) There are concerns about the coordination between site plan and building (elevation) plans
c) All Code requirements not specifically waived through this application to be met prior issuance of any permits,
Certificate of Occupancy and/or Occupation License as applicable;
d) Provide a written response to all General Applicability criteria and all Comprehensive Infill Redevelopment Project
criteria addressing all reductions for each site (A, B and C), including parking reductions - because of the uniqueness
of the individual requests on each site.
e) Site A:
~1) Provide letter of authorization/permission from the City to utilize Fairbum Avenue for parking -letter
from Mr Home was not signed;
J2)Revise the site plan to provide 24 feet wide drive aisle east of building and elimination of the sidewalk
) adjacent to east side of building;
, J)Provide building dimensions on site plan;
14)Investigate possibility of installing projecting awning on east side of store over the windows for shading of
windows;
-I,..,. ~ ~ 5) Loading space required, a minimum of 12 feet wide by 35 feet long;
........~"4 6) Show dumpster location, including the enclosure details;
h) Show sign location, including setback from property line. All existing nonconforming signs must meet
Code requirements for area, number and height (maximum of 1.5 times the width of the sign up to 14
feet); send code provisions to Richard;
/8)Revise elevation drawings for thrift store to show building entrance on south side of building and no
overhang/walkway on east side of building; and
j 9)Provide proposed building materials and color ofbuilrling.
f) Site B:
'1) Site plan needs to show double stairs on west (front) and east (rear) sides, stairs to ground and sidewalk,
shifting building as necessary;
j 2)Revise site plan to provide parking based on one space per each two residents (or a total of four spaces,
including one handicap space);
j 3)Need to address trash removal;
4) Show sign location, sign area, height and color of sign. All existing nonconforming signs must meet Code
{'<oJ:) j....l'" requirements for area, number and height (maximum of 1.5 times the width of the sign up to 14 feet); and
5)Provide proposed building materials and color of building.
g) Site C'
~ 1) Show proposed location accurately the open, second-floor walkway connecting the two buildings;
12)Clarify whether second floor will extend out eastward over existing restrooms on east side and indicate such
on site plan;
I 3) Clarify if there will be windows on west elevation (first and second floors);
, 4)Clarify if there will be windows on south elevation (second floor);
1/ 5)Revise east, north and south building elevations to show building extension on existing first floor;
, 6)Provide the height of buildings
j 7) Clarify location of handicap parking space(s), which may be required to be upgraded to current Code
provisions;
/ 8)Need to address trash removal;
19)5how attached signage either on elevations or on separate plans, including dimensions, sign area and color
of signage and any freestanding signs. No height credits are not provided for the overpass/bridge in the
area - only for sites adjacent to US 19. Need to stay out of sight visibility triangle. All existing
nonconforming signs must meet Code requirements for area, number and height (maximum of 1.5 times
the width of the sign up to 14 feet); and
/10) Provide proposed building materials and color of building.
6. Solid waste:
a) Revise dumpster to meet City standards - revise site plan prior to review by CDB
7. Land resource:
j a) Site C - remove one parking space adjacent to 18 and 24 inch oaks, adjacent to Fairbom Avenue. This will effect the
number of parking spaces provided on this application.
2
8.
Fire:
--;) No comments - not in attendance at DRC meeting.
Landscapin!!;:
a) Overall need revised site plans to make comments; make sure site and landscape plans are consistent
b) Change dwarf holly to podocarpus on site c along Fairburn Avenue;
c) Need to improve landscape plan at site B - landscape island could potentially be enlarged
d) Add something with height at the comer of LaSalle and Betty Lane (not in the sight triangle) and along the LaSalle
farther west at the other comer;
.
.
9.
NOTES: Staff strongly advised the applicant's representative to resubmit all the information/changes as listed above and that it be
reviewed by the DRC again for sufficiency at its June 13 meeting, prior to being scheduled for CDB
DRAFT CONDITIONS OF DEVELOPMENT ORDER
. That all Code requirements not specifically waived through this application to be met prior issuance of any pennits,
Certificate of Occupancy and/or Occupation License as applicable;
-----------------------------------------------------------------------------------------------------------------------------------------
3
3:00 p.m.
Case: FLD 02-.- 1120 Fairburn Avenue and 1212 and 121eh Betty Lane
Owners: Everybody's Tabernacle Inc. and Homeless Emergency Project Inc.
Applicant: Homeless Emergency Project Inc.
Representative: Barbara Green.
Location: 3.37acres total located on the east and west sides of North Betty Lane, between Cedar
Street and Engman Street (including 1.01 acres on the southwest corner of Engman Street and N.
Betty Lane (Site A - 1212 N. Betty Lane), 0.35 acres on the east side of N. Betty Lane, across
from Engman Street (Site B - 1215 N. Betty Lane), and 2.01 acres on the east side of Fairburn
Avenue, west of N. Betty Lane, between Cedar Street and La Salle Street (Site C - 1120 Fairburn
Avenue).
Atlas Page: 269B.
Zoning: C, Commercial District (Sites A and B) and I, Institutional District (Site C).
Request: Flexible Development application, as a Comprehensive Infill Redevelopment Project,
with the following requests:
. Site A-I) Reduction in the front (east) setback along N. Betty Lane from 25 feet to 24.77
feet; 2) Reduction in the front (north) setback along Engman Street from 25 feet to 15 feet to
building and pavement; 3) Reduction in the front (west) setback along Fairburn Avenue from
25 feet to 15 feet to building and pavement; and 4) reduction in required parking from x
spaces to y spaces;
. Site B-1) Permit a residential shelter in the Commercial District; 2) Reduction in front (west)
setback along N. Betty Lane from 25 feet to 21 feet to stairwell;
. Site C - 1) Permit a social service agency in the Institutional District; 2) Reduce the front
(west) setback along Fairburn Avenue from 25 feet to 8.64 feet to building and from 25 feet to
four feet to pavement; and 2) reduction in required parking from x spaces to y spaces.
Proposed Use: The proposal includes the addition of a two-story addition, a second-floor
addition and a second.floor connecting addition between buildings for the H.E.P.
administrative offices and dental clinic (Site C), a 13,975 square-foot retail thrift store (Site
A) and an 8-unit residential shelter (Site B) as part of a master plan for the site.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Tom Glenn, Wayne Wells, Lisa Fierce, Cory Martens, Debbie Richter and Brian
Barker
Applicant/Representative: Richard Claybrooke (engineer with Wade Trim)
The DRC reviewed this application with the following comments:
1. Parks and Recreation:
a) Further info. is needed before it can be determined whether Open Space impact fees will
be due for this project. Add to site data tables for sites a, band c. Contact Deb Richter at
562-4817.
2. Stormwater:
a) Clarify how ponds outfall directly to Stevenson Creek - still need in calculations
discussed in t) below
b) It appears that southernmost site enters City Storm system. Attenuation is req'd. - still
required to be clarified with calc (see (t) below;
c) Modified Rational Method calculations that are referenced in drainage report need to be
provided. - to be clarified with (t) below;
d) Pond recovery time per City criteria is 24hrs. - need to meet this requirement;
e) SWFWMD Permit Application states that 1.0" of rainfall over the entire site will be
treated. Modret calcs are based on 1/2" of treatment. - need to see other set of
calculations as discussed in t) below
t) Need storm calcs/information for sites A and C (Richard said he submitted but Brian
didn't receive);
g) All of the above (2 a - e) tp be submitted to Staff prior to review by CDB.
3. Traffic eneineerine:
a) Site A - East lot shall have 24 foot aisle no 20 foot.
DRC agenda - 5/16/01 - Page 18
i
b) Need oeditional handicap space (27 spaces). .
c) Site B specific comments.
d) All striping shall be white for parking spaces; all sites.
e) Handicap spaces to met City Standards.
t) Site C - Need a handicap parking space and clearly define entrance path into the lot.
g) All of the above (3 a - t) to be addressed prior to CDB review
4. General engineering:
a) Sidewalk needs to be installed along LaSalle Street and Cedar Street.
b) Drive aisle to be a minimum of 24 feet.
c) All of the above (4 a - b) to be addressed prior to review by CDB.
5. Planning:
a) Strongly advised applicant about the need for this case to be revised and resubmitted to
DRC for review prior to CDB- there are many changes to be made that need the benefit of
review by the group as a whole; staff questioned whether application was complete
b) There are concerns about the coordination between site plan and building (elevation)
plans
c) All Code requirements not specifically waived through this application to be met prior
issuance of any permits, Certificate of Occupancy and/or Occupation License as
applicable;
d) Provide a written response to all General Applicability criteria and all Comprehensive
Infill Redevelopment Project criteria addressing all reductions for each site (A, B and C),
including parking reductions - because of the uniqueness of the individual requests on
each site.
e) Site A:
1) Provide letter of authorization/permission from the City to utilize Fairburn
Avenue for parking -letter from Mr Horne was not signed;
2) Revise the site plan to provide 24 feet wide drive aisle east of building and
elimination of the sidewalk adjacent to east side of building;
3) Provide building dimensions on site plan;
4) Investigate possibility of installing projecting awning on east side of store over
the windows for shading of windows;
5) Loading space required, a minimum of 12 feet wide by 35 feet long;
6) Show dumpster location, including the enclosure details;
7) Show sign location, including setback from property line. All existing
nonconforming signs must meet Code requirements for area, number and
height (maximum of 1.5 times the width of the sign up to 14 feet); send code
provisions to Richard;
Revise elevation drawings for thrift store to show building entrance on south
side of building and no overhang/walkway on east side of building; and
Provide proposed building materials and color of building.
8)
9)
t) Site B:
1)
2)
3)
4)
5)
g) Site C:
1)
2)
3)
4)
Site plan needs to show double stairs on west (front) and east (rear) sides,
stairs to ground and sidewalk, shifting building as necessary;
Revise site plan to provide parking based on one space per each two residents
(or a total of four spaces, including one handicap space);
Need to address trash removal;
Show sign location, sign area, height and color of sign. All existing
nonconforming signs must meet Code requirements for area, number and
height (maximum of 1.5 times the width of the sign up to 14 feet); and
Provide proposed building materials and color of building.
Show proposed location accurately the open, second-floor walkway
connecting the two buildings;
Clarify whether second floor will extend out eastward over existing restrooms
on east side and indicate such on site plan;
Clarify if there will be windows on west elevation (first and second floors);
Clarify if there will be windows on south elevation (second floor);
DRC agenda - 5/16/01 - Page 19
6.
.evise east, north and south building elevatiW show building extension on
xisting first floor;
6) Provide the height of buildings
7) Clarify location of handicap parking space(s), which may be required to be
upgraded to current Code provisions;
8) Need to address trash removal;
9) Show attached signage either on elevations or on separate plans, including
dimensions, sign area and color of signage and any freestanding signs. No
height credits are not provided for the overpasslbridge in the area - only for
sites adjacent to US 19. Need to stay out of sight visibility triangle. All
existing nonconforming signs must meet Code requirements for area, number
and height (maximum of 1.5 times the width of the sign up to 14 feet); and
10) Provide proposed building materials and color of building.
Solid waste:
a) Revise dumpster to meet City standards - revise site plan prior to review by CDB
Land resource:
a) Site C - remove one parking space adjacent to 18 and 24 inch oaks, adjacent to Fairborn
Avenue. This will effect the number of parking spaces provided on this application.
,?
7.
8. Fire:
a) No comments - not in attendance at DRC meeting.
.1~~IIILandscapine:
a) Overall need revised site plans to make comments; make sure site and landscape plans are
consistent
b) Change dwarf holly to podocarpus on site c along Fairburn A venue;
c) Need to improve landscape plan at site B -landscape island could potentially be enlarged
d) Add something with height at the corner of LaSalle and Betty Lane (not in the sight
triangle) and along the LaSalle farther west at the other corner;
NOTES: Staff strongly advised the applicant's representative to resubmit all the information/changes as
listed above and that it be reviewed by the DRC again for sufficiency at its June 13 meeting,
prior to being scheduled for CDB
DRAFT CONDITIONS OF DEVELOPMENT ORDER
. That all Code requirements not specifically waived through this application to be met prior
issuance of any permits, Certificate of Occupancy and/or Occupation License as applicable;
DRC agenda - 5/16/01 - Page 20