LEGAL APPROVAL
MEMORANDUM
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r:r:
July 12, 1989
TO: Charles Frederick
Recreation & Parks Director
: I
Carmen S. Annunziato,
Planning Director
RE: Rolling Green Park - Parking Lot Variance
FROM:
I.
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Please be advised that on Tuesday, July 11, 1989, the Planning
and Zoning Board conducted a public hearing at which ,time they
approved your request for a variance to section 5-142(f)
"Drainage" of the Parking Lot Regulations.
Should you have any questions concerning this matter, do not
hesitate to contact me.
,
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a.._._~~
CARMEN S. . ANNU lATO
,..
~
CSA:frb
cc: City Manager
Technical Review Board
Central File
rgrpk.711
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MEMORANDUM
July 3, 1989
TO:
Chairman and Members
Planning and Zoning Board
FROM:
Carmen S. Annunziato
Planning Director
RE:
ROlling Green School Park - File No~q3 .
Parking Lot Variance
~ section 5-144(c)(4) of the Code of Ordinances requires that when
a variance to Section 5, Article X, Parking Lots is requested,
the Technical Review Board must forward to the Planning and
\ Zoning Board a recommendation, and that the recommendation
forwarded is to be made part of the public hearing proceedings.
To that end, this memo is forwarded, consistent with 5-144(c)(4).
The City of Boynton Beach has requested a variance to Section
5-142(f) Drainage of the Parking Lot Regulations which requires,
among other things, that storm water be contained on site at a
minimum capacity of two and one-half inches of rainfall in one
hour. In this instance, the City is requesting that two-thirds
of the drainage be allowed to drain into the grassed swale within
the N.E. 26th Avenue right-of-way and one-third of the drainage
~ be allowed to drain onto the park property leased by the City
from the school board. The site plan for the park was approved
by the City Commission May 16, 1989, contingent upon approval of
a parking lot variance. For an explanation of the Code
requirement, the nature of the variance requested, and the
variance justification, please refer to the attached Notice of
Public Hearing, application and site plan diagram.
On Thursday, June 29, 1989, the Technical Review Board (TRB) met
to review the plans and documents submitted, and to formulate a
recommendation with regard to the variance requested. After
review and discussion, the TRB recommended approval of the
variance as submitted for the following reasons:
1) meeting the drainage requirement by providing retention
areas would allow less room for public recreation use.
2) due to the narrow width of the City property (50 feet)
and the code requirement to provide a total of 52.5
feet for a minimum two and one-half foot landscape
strip on the north side of the parking lot, 45 feet of
pavement width for parking and access aisle and a
minimum five foot landscape strip between the edge of
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pavement and the N.E. 26th Avenue right-of-way, for
which a landscape appeal was approved, there is
insufficient room to provide additional swales for
drainage.
3) of the numerous site design solutions discussed during
the TRB review of the site plan, the parking lot layout
approved by the City Commission enabled six mature
trees to remain and provided a five foot wide landscape
strip to buffer the parking lot from the interior of
the park, two and one-half feet more than required by
code.
~:-IiMEN s. tNUN#"W-Z:
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TJH:frb
Encs
cc: Central File
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ROLLING GREEN SCHOOL
BOYNTON BEACH ,FLORIDA
..
DRAINAGE CALCULATIONS
APRIL 1989
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SOILS REPORT
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,
ATEe Associates, Inc.
~~ 3520 Investment Lane, Suite 1
"'-TI West Palm Beach, Florida 33404-1774
(407) 844-1166
..293
PROJECT #71-82032
LAB #1528
City of Boynton Beach
P.O. Box 310
Boynton Beach. Flo~ida 33~2S
RE: Soil Bo~ings I Pe~colation Tests - Rolling G~een Pa~k
Gentlemen:
.
Pe~ you~ ~eQuest we have pe~fo~med soil bo~ings and
pe~colation tests at the ~efe~enced P~OJBct.
Attached a~e the bo~ing logs and pe~colation test ~esults.
Respectfully submitted.
..
~
Stephen G. Ande~son. P.E.
Dist~ict Manage~
II'
SGA:dg
Attachments
A Subsidiary of American Testing and Engineering Corporation
Offices in Maior U.S. Cities 'Since 1958
Consulting Geotechnical, Materiats and
Environmental Engineers [ 1--
. .
ATEC Associates, Inc~
'TV 3520 Investment Lane. Suite' 1
"-VI West Palm Beach. Florida 33404-1774
~ (407)844-1166
.
.;13
PROJECTD 71-92032
LABiI 1528-A
DATED 2-24-89
CLIENTU 212
CLIENT: CITY OF BOYNTON BEACH
P. O. BOX 310
BOYNTON BEACH, FL 33425
PROJECT: ROLLING GREEN PARK
REPORT ON PERCOLATION TEST (P-l)
"
The following is a report on percolation test conducted
referenced project on February 24, 1989. The test was
using the S.F.W.M.D. "Usual Condition" test procedure.
results were as follows:
at the
conducted
The Test
SOIL PROFILE:
0-1' Brown sand
1'_7' White sand
.
Water Level
Average 10 Minute Pumping Rate
Test Hole Diameter
Hydraulic Conductivity (k) -
Not encountered
6.3 gpm
7 incles
3.0 x 10-4 CFs/FT. 2-
FT. HEAD
o
Respectfully submitted,
~
Stephen G. Anderson, P. E.
District Manager
A Subsidiary of American Testing and Engineering Corporation
Offices in Major U.S. Cities/Since 1958
Consulting Geotechnical. Materials and /
Environmental Engineers
. .
ATE~ Associates, Inc.
'W~ 3520 Investment Lane. Suite 1
'''';I' West Palm Beach. Florida 33404-1774
(407) 844-1166
CLIENT: CITY OF BOYNTON BEACH
P. O. BOX 310
BOYNTON BEACH, FL 33425
PROJECT: ROLLING GREEN PARK
REPORT ON PERCOLATION TEST (P-2)
.
PROJECTD 71-92032
LABU 1528-B
DATE: 2-24-89
CLIENTO 212
The following is a report on percolation test conducted at the
referenced project on February 24, 1989. The test was conducted
using the S.F.W.M.D. "Usual Condition" test procedure. The Test
results were as follows:
..
SOIL PROFILE:
0-1' Brown sand
1'-7' White sand
.
Water Level
Average 10 Minute Pumping Rate
Test Hold Diameter
Hydraulic Conductivity (k) -
'"
Respectfully submitted,
~
Stephen G. Anderson, P. E.
District Manager .
A Subsidiary of American Testing and Engineering Corporation
Offices in Major U.S. Cities/Since 1958
Not encountered
4.8 gpm
7 inches
2.3 x 10-4 CFS!FT.2
FT. HEAD
;93
Consulting Geotechnical, Materials and
Environmental Engineers 1 j
.~ .....
. -'
ATEe Associates. Inc.
~~ 3520 Investment Lane, Suite 1 ·
'"VI West Palm Beach. Florida 33404-1774
(407) 844-1166
PROJECTD
LABD
DATE:
CLIENTI!
CLIENT:
CITY OF BOYNTON BEACH
P. O. BOX 310
BOYNTON BEACH, FL 33425
PROJECT:
ROLLING GREEN ~ARK
REPORT ON PERCOLATION TEST (P-3)
.
71-92032
l528-C
2-24-89
212
.
The following is a report on a percolation test conducted at the
referenced project on February 24, 1989. The test was conducted
using the S.F.W.M.D. "Usual Condition" test procedure. Test
results were as follows:
SOIL PROFILE:
0-1' Brown sand
1'-7' White sand
.
Water Level
Average 10 Minute Pumping Rate
Test Hole Diameter
Hydraulic Conductivity (k)
c
Respectfully submitted,
StePh~rson,
District Manager
P. E.
A Subsidiary of American Testing and Engineering Corporation
Offices in Major U.S. Cities/Since 1958
Not encountered
3.9 gpm
7 inches
1.9 x 10-4 CFS/FT.2-
FT. HEAD
.}tj3
Consulting Geotechnical, Materials and
Environmental Engineers
?o
A. ce Associates, In~.
-2tp
Project No. 71-92032
Client CITY OF BOYNTON BEACH
Project ROLLING GREEN PARK
Boring No.S-l Date 2-24-89 Sheet-L.ofL
Type of 80rlng ASTM 01586 Rig
Sampler 1.50" 1.0. x 2.00" 0.0. x 24"
80ring begun 2-24-89 Boring completed 2-24-89
Ground Elevation Existing referred to
Location of 80ring: SEE DRAWING
Water Level 15'
Time Immed.
Date 2-24-89
Datum
Field Party:
A. D. & G. E.
.
.t:: 8! :J:
0 i-o:- no
z DEPTH < .
CI VISUAL DESCRIPTION
CI '0"';"1 ::::e : ::l ~
"ii ClE_ ~Cl z- IN C)
. Cl
E "iiec oll) . > ..J
~ e-c;. iDfi FEET
Cl 0
CI) If)
r- -
o _ ..-...
t- Brown sand
/ t-
- 1-=
- ~
/ r- White sand
1-2 t- 2"':
t- :.
/ to-
t- 3":
-
3-4 / - - White sand
-
,,-
2/3 - - Loose 'White sand
- 5 -
u -
5-6 3/4 - - Loose brown sand
-
6- .----.
3/2 - .:
- 7-
'" -
7-8 3/4 - - Loose broyn sand
-
s-
-
4/4 - -
" 9-
'" -
9-10 4/5 r-- - l~on!;e broYTl sand
f- 10-
t- -
t- -
t- -
11-
~ ~ ~:ln(l
f- 12":
f- -
f- -:
f- 13-
-
/3 - -
0 - 14 ...:
3/4 7 - -: T.nn~p hrnvn ~:ln(l
14-15
- 15 _
- -: EOB-15,
I-
6-:
f- -
-
- 7-
-
- -=
l-
S-
I- -
I-- -
f- 9"':
-
- -
- ----_. 0-
- -
=- -
- 1-=
.
.
"
dJM
/~ EC Associ6~es, [n" .
.293
Project No. 71-92032
Client CITY OF BOYNTON BEACH
Project ROLLING GREEN PARK
Location of Boring:
SEE DRAWING
Water Level 13'
Time Immed.
Date 2-24-89
Boring No.S-2 Date 2-24-89 Sheet~ of~
Type of Boring ASTM 01586 Rig
Sampler 1.50" 1.0. x 2.00" 0.0. x 24"
Boring begun Boring completed
Ground Elevation Existing referred to
Datum
.
0 .z:. ... :x:
Ci. -c. c..
Z C) C) =- 80. DEPTH -<
'g-:-: :::E G>
.. : ::I 0: VISUAL DESCRIPTION .
a. IDE_ ~.. z- IN C)
o.ee oU) . ..
E . > ..J
~ E-c i:iie FEET
~ 0 0
on
- -
0 --..--
- Brown sand
/ :- - - .--
1-
1-2 / E- .: White sand
2-=
.... -
/ ~ -
3-=
3-4 / ~ :.. White sand
.c - ...
-
2/3 :- -
- 5-=
T -.--
-
5/6 4/4 - -
6"::' Loose ",hH.Ll?al1d
"'/~ - .:
~ 7-:;'
.- :..
7-8 6/6 - Medium white sand
8 -
-
6/8 - - Medium brown
II. 9 sand
., -
9-10 6/18 - -
- 10 - Verv dense brown hard pan
:. .:
11-=
- :::.
- - ~loZIl..-SRn rl
~ 12-::
- -
I- -
I- 13-:
/2 I- -
I- 14-=
I- -
2/3 I- - Loose brown sand
14-15 5 - 1 -
_ 5_
:- - tOB-15,
-
- 6-
-
- -
- 7-=
:- -
-
-
8-
- -
- -
- -
- 9-
-
-
- ~
- 0-::
- -
1-=
Field Party: 7. n. F. r.. F..
.
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A. E.C Associates, [n~.
Project No. 71-92032
Client CITY OF BOYNTON BEACH
Project ROLLIl~G GREEN PARK
Boring No.S-3 Date 2-24-89 Sheet-Lof~
Type of Boring ASTM 01586 Rig
Sampler 1.50" 1.0. x 2.00" 0.0. x 24"
Boring begun Boring completed
Ground Elevation Existing referred to
Location of Boring:
SEE DRAWING
Water Level 13'
Time Immed.
Date 2-24-89
Datum
.
.c .. J:
0 Ci -II> n..
::z: 8a. DEPTH -< .
ClC=:- II> VISUAL DESCRIPTION
II> 'tl'":"1I> ::::E : ::J 0::
a. II>EII> ~.. ::z:- IN C)
a.e~ oU) - ..
E iii& - > FEET -'
~ E-c;. 0
~ VI
- --
0- .--.. -
- Brown sand - _. ---
- -
/ - 1-
/ - -
1-2 - 2-= White sand
:. .
-
'/ -
3-
-
3-4 I '- - White sand
-
~-
t:- -
2/3 -
, - 5-=
.... :. -
3/4 - Loose white sand
5-6 -
6- .-.--.-.-.
3/3 ~ .:
- ~ 7":'
u Medium white sand
f- -
7-8 5/6 ~ -
e-
~ -
6/6 -
- -
9-
....oJ I- -
9-10 9/8 f- - Medium brown sand
I- -
_ 10-:
- -
- 11""::
- -
- - Brown sand
- 1 -
2-:
- -
-
13-
- -
/4 -
14-
-
>- - Me,,,",1Im n -nt.r !'lAnd
14-15 5/6 11 I- -
15-
-
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- -
6-
I- -
'-- -
- -
I- 7-:
-
I- -
e-
-
- -
- -
9-
- -
::- -:
- 0-
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t- -
1-=
Field Party:
Z.D. & G.E.
.
.
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A:~.2G Associates, [nL..
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Project No. 71-92032
Client CITY OF BOYNTON BEACH
Project ROLLING GREEN PARK
Boring No.S-4 oate2-24-89 Sheet.LofL
Type of Boring ASTM 01586 Rig
Sampler 1.50" 1.0. x 2.00" 0.0. x 24"
Boring begun Boring completed
Ground Elevation ExistinR referred to
Location of Boring: SEE DRAWING
Water Level 15'
Time - .
Date 2-24-89
Datum
.
.c: ~ :t:
0 Q. -CD c..
2: eo:::- 8'ii CD DEPTH -< VISUAL DESCRIPTION .
co 'tl":': ::::E : :I 0:
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a.ec: 0(1) _ till
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CI
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0-
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/ f--
f- 1-
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1-2 / - 2-=
f-
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f- 3':
~ - White sand
3-4 / f- -
4
~ -
3/3 I- -
, I- s-:
v
5-6 3/4 f-- - Loose w1l1te sana
~ -
6- .----.
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hn - 7 -
8/25 - ..: Dense brown sand
7-8 -
8-
-
- -
6/13 -, 9-
...... -
9-10 13/1 - -: Medium brown sand
- 10-
-
- -
-
11-
-
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_ 12-::
- -
- -
13-
- -
/3 f- -:
~ 14-
~ -
4/4 8 f-- - Loose brown sand
14-15 I- 1 -
_ s_
t" - EOB-15 ·
-
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- -
- -
7-
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-:
- 8-
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-
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I- 1":
Field Party:
Z.D. & G.E.
.
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A. ;:e /~s'sbciates, (nl J
Boring No. 5-5 Date 2-24-89
Type of Boring ASTM 01586 Rig
Sampler 1.50" 1.0. x 2.00" 0.0. x 24"
Boring begun Boring completed
Ground Elevation Exis ting referred to
)4;.3
Sheet2- of~
Project No.
Client
Project
Location of Boring:
SEE DRAWING
12'
71-92032
CITY OF BOYNTON BEACH
ROLLING GREEN PARK
Water Level
Time
Date
oatur
.
~ ... :l:
0 C. -.. Il.
;z ..a::- 8a. .. DEPTH 00( VISUAL DESCRIPTION .
.. og'":'l ::::E r = a::
a. "E_ ~~ ;z- IN C)
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o - -....--..
.: Brown sand .. - ---
I -
1- -..
. .
-
1-2 / - - White sand
2-=
I - -
3-=
3-4 I - .: White sana
- 4~ f--
-
2/2 - -
c: - 5-=
- ::
3/3 - Loose wh~~~-2anp
E;-f; 6 -
"),/2 - .:
,. - 7-=
- -:
7-8 4/13 - Medium white sana
'- B-:,
15/11 -
10 9-
-
9-10 8/8 - - Medium brown sand
1""10-=
-
- -
- 1 1--=
-
r-- -
'- -
12-
- -
- -
-
13-
-
/6 r- -
I- 14~
~ -
6/7 ~ - Medium brown sand
14-15 13 I- 1 S ...:
- -
f- -:
- 16-
- -
'- -
- -
17-
~ -
l-
I"" 1 -
B-
t- -
/2 ~ -
- 19-=
I- -
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19-20 2/2 4 2 0 ...:
- - -
- -
- 1-=
I I I
Field Party:
z. Davis & G. Ellen
.
.
A~
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A. 2C Associates, in~.
2't3
Project No. 71-92032
. Client CITY OF BOYNTON BEACH
Project ROLLIl,G GREEN PARK
Location of Boring:
SEE DRAWING
2'
Boring No.S-5 Date 2-24-89 SheetLofL
Type of Boring ASTM 01586 Rig
Sampler 1.50" 1.0. x 2.00" 0.0. x 24"
Boring begun Boring completed
Ground Elevation Existing referred to
Water Level
Time
Date
Oatun
.
0 .c: ... :I:
Q. -CD a..
Z 11>0:- 8'Q. DEPTH <
III 't)-:-I :::E CP
: ::J c: VISUAL DESCRIPTION .
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I- -
23 ..:
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I- -
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i- 2S":
f:- ~
-
26- ..---..
- -
- -
- 27-
- -
-
2B-
-
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29 ....:
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- -
29-30 010 0 - 30':
-
- -
-
_ 31-:
- -
-
_ 32-:
;: -::
33-
- -
/8 i- -
I- 34 ..:
I- -
34-35 8/6 14 ~ - Medium cemented gray sand w/gray
- - sana
35-
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I- -:
- EOB-35.5'
- 6-
-
- -
- -
7-
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- -:
B-
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- -
- 9-
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=- -
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Field Party: Z. Davis & G. Ellen
.
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ATEC PROJ'EC" 1171-92032
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__ --EAST LINE oNE 1/4 SEe 16. T 455. R43 E
_ "_ ii,; ..(ohiish.dO"bY "lHt" CROSSlflG" "ciF" BOYN10N BEACH Cl
PB 45. P<)s. 170 & P1
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LEGEND TO BORING LOGS
STANDARD PENETRATION TEST
RELATIVE DENSITY (SAND-SILT)
VERY LOOSE
LOOSE
MEDIUM
DENSE
VERY DENSE
.
Less than 4 blows per foot
4 tolO blows per foot
10 to 30 blows per foot
30 to 50 blows per foot
More than 50 blows per foot
Note: The water level shown on the boring logs is intended for
general information only, and is. taken immediately upon
completion of the boring. The apparent level may have been
altered by the drilling pro~ess. Ground .w~~er level, if
desired, would have to be determined over'a longer time
interval vith monitoring wells.
SAMPLE IDENTIFICATION
CEMENTED SAND AND SHELL Sand and shell which have become rocklike because of
the accumulation of cementing minerals.
A cemented sand and shell sometimes with coral and fossils.
Any man made soil deposit. Fill materials sometimes cannot be
distinguished from natural materials in soil boring samples.
Soil composed largely of particles from 2mm to 2" in diameter.
A condition in which a soil layer has been cemented together by
organic fines or other cementing material. Generally found at
or above ground water level.
LrMEROCK - A local term applied to a material consisting of relatively soft
(sandy) limestones with sand, silt, marl, and/or organic materials. The
percentage of "rock" material generally can range from 30% to 90%
vith the remaining voids infilled vith the above materials. This
term might be used to indicate a natural material which may have
some kind of cemented structure or might be appl~ed to indicate a
fill material consisting of natural limerock which has been broken
through excavation and/or processing. The permeability of these
materials can vary considerably due to variations in void content.
MANGROVE (MUCK) - A muck or peat consisting of the decaying remains of the
the mangroves.
A silt composed largely of calcium carbonates.
A soil consisting of organic materials mixed with granular mineral
soils.
.
COQUINA
FILL
GRAVEL
HARDPAN
MARL
MUCK
(continued . . . )
AA-31
~
. ...
,.
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~'JJ
LEGEND TO BORING LOGS
SAMPLE IDENTIFICATION (continued)
FEAT
SAND
SILT
SLUDGE
TOPSOIL
A soil containing large quantities of fibrous organic material.
- .Soil composed largely of particles from O.OSmm to 2mm in diameter.
Fine grained soil of low plasticity, sometimes a very fine sand.
A limerock quarry waste material consisting largely of lime fines.
Surface soils generally containing organics.
GENERAL NOTE: Data presented on the boring logs is factual information at
the specific boring location. Due to the fact that soils ar~
generally naturally deposited material and variable in nature,
it must be realized that conditions can vary considerably over
even a short distance. ATEC ASSOCIATES, INC. does not warrant
or imply that the soil conditions shown on the boring logs are
indicative of subsurface condition except at ~he ~p'ecific boring
locations. Soil samples will be retained by us only for a
period of six months unless otherwise directed in writing by
our client. As a mutual protection to clients, the public and
ourselves, soil samples should be reviewed by~ the client/Engineer
and/or Architect 'prior to land purchase, design, or construction.
.
AA.3b Z;J
-,- -,
. ...., " . J.~
LOCJ\1"'ONMJ\P .
'ROLL\NG 'GREEN 'SCHOOL PARK
\,,:, .
~.. ....
.
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-
.
.?\\\\\B \ 11\, \ .
'0 .400'BOO ~ '" d J\I~
, I< N N ~r. -=- u~ . ' '
---
------
r
"I
FROM
TO
~Bill DeBeck, prbject Manager
~
Carmen s. Annunziato
Planning Director
cf\
d\
SUBJECT: Rolling Green Park
DATE: 9/11/89
"'OLD.
Please be advised that the proposed Rolling Green Park is
compatible \-lith the existing zoning. )
/bks
cc: .Charles Frederick
.!
. PLEASE REPLY TO
.
SIGNED
REPLY
/
. .-----
----....~.....-:'"
'.;t..:.:-- .
DATE:
SIGNED
, Item.' F269 e Wheeler ~ouP Inc. 1979
.:
'" .to'--"~-
'-
,. .-, 1
DETACH THIS........:.:.::.;.;.~:AIN FORANSWER..~END WHITE~ND PINK CO.PIES WITH CARBONS INTACT.
--