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The Commission discussed the following projects: r
Street resurfacing
• Pier Restaurant - City Manager Smith advised that proposals are due tomorrow on
' = the development and operation of a restaurant and related facilities at the Dania
Ocean Pier.a U. �i
Improvements needed in the Antique District/Downtown area:
*landscaping
* awning program
t�, * permit waivers for remodeling
j *property owner financial involvement in making improvements with City
C . Future Walking City" in the downtown area looking forward to the year 2000
*Signage "4
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2. CAPITAL IMPROVEMENTS a L � �u
r' Commissioner Mikes stressed the need to make improvements to properties in the City
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to increase property values and to take better care of city parks.
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, Vice Mayor Grace requested the City Manager to check into Code requirements and
BSO's enforcement of beer drinking near Modello Park and Collins Elementary School
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as well as the problem with illegal dumping in the City. '
Mr. Smith expected the anticipated construction of the fire station in the Griffin Road
w area to take place at the end of the 97 fiscal year. r
Commissioner Jones requested the City Manager to check into the feasibility of 41 ..,
>� ! implementing mausoleums to provide more burial plots at the cemeteries.
ITEM 3 WAS HEARD AT THE BEGINNING OF THE MEETING
i 3. STORMWATER UTILITY DISTRICT
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City Manager Smith advised that Duncan Rose, GSG, will be presenting information on
`t the annual cost and options available for creating a Stormwater Assessment Program,
Berry & Calvin will present the technical analysis of the program. He mentioned that
fundingfrom the General Fund has been used for stormwater utility work this past year
and that there is a need to establish an ongoing program to make significant drainage r.
improvements. 6
Staff from Berry & Calvin presented information on the results of their study conducted
�r on the Comprehensive Drainage Plan (see attached). A question and answer period
was conducted with the City Commission,
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WORKSHOP MEETING 2 JULY 16 1996 Yp
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y City Manager Smith explained that the Stormwater ordinance will be presented on first
reading on July 23. A public hearing for second reading of the ordinance and adoption
' of the Initial Rate Resolution is scheduled for August 13. The final Stormwater p
f Resolution and public hearing will be heard on September 10, 1996. City Manager
Smith advised the Commission that they must select one of the funding options
?' provided in the backup material from GSG and Berry & Calvin for the Stormwater
Assessment Program.
Duncan Rose, GSG, advised that the same legal process used for the implementation n
4 x of the Solid Waste and Fire Rescue Assessment Programs is being used for the
Stormwater Program to ensure proper notification and billing on the Broward County tax
rolls.
ITEM 1 WAS HEARD AFTER ITEM 3
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1 This meeting adjourned after item #2 r
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COMMISSIONER
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WORKSHOP MEETING 3 JULY 16, 1996
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Page Two
3S, July 12, 1996
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ELEMENTS
• Marketing brochures and advertising (print and other media).
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Modifications to the comprehensive land use plan which encourage desired results.
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Develop incentive programs for new and redevelopment projects.
i, ; • Enhance community standards.
Streamline the development process.
STREET RE-SURFACING
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t Sidewalk construction. 'e T
Landscaping and beautification project among major thoroughfares.
t RENOVATION OF COMMUNITY FACILITIES
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.' -• Many community facilities which were built years ago require renovation for esthetic purposes, x+d y
t, modernization to improve functionality and to comply with new ADA requirements for accessibility.
The following is a list of projects which should be addressed:
Community center renovations at Frost, Meli and Modello parks.
�,4. a; New sports facilities to accommodate program growth and renovation of outdated facilities i.e. ball `
fields, courts, and fencing.
Refurbishment of center restrooms at Dania Beach.
+' '* City Hall renovation to include exterior painting, roof repair, renovation of restrooms and to
r { complete the face lift of administrative offices.
Nyberg-Swanson renovation to include roof and window repair and exterior/interior painting. Move
Fire administration office to Chamber of Commerce building and convert house for business use
i.e. Chamber of Commerce, museum, and visitor center.
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Page Three
July 12, 1996
` WHISKEY CREEK CONSERVATION CAMPGROUND
To complete the acquisition of the four acres of property which requires $126,000 matching funds and
to begin construction and installation of elements which where part of the funding application through
' the Florida Community Trust.
` IMPROVE COMMUNICATIONS WITH CITIZENS
• City newsletter
• City calendar r
• City directory j
• Information brochures geared to programs and policies particularly in growth management, code k K '
enforcement, sanitation, utilities, and parks and recreation. i4� ^1
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In developing your own set of priorities, try to frame those within the context of what you would like to
I see the city become in the next year and the next 3-5 years. Hopefully this will be the first step
towards the eventual development of a broader vision statement which could be crafted with the
* i assistance of the Florida Atlantic University Joint Center.
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FROST PARK WISH LIST
LIGHTING INSTALLED FOR EAST SIDE OF PARK.
2.INSTALL FOURTH BASEBALL DIAMOND.
3.FIELD #2 MOVE HOMEPLATE TO S.W. CORNER.
4.REPAIR SCOREBOARD ON FIELD #2.
5.P.A. SYSTEM.
i #f 6.CHANGE SHUFFLEBOARD COURT TO ROLLER HOCKEY.
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DANIA OPTIMIST
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.. CITY OF DANIA
Utilities and Public Works Dept.
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MEMORANDUM
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+ � DATE: May 16, 1996
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TO: Mike Smith, City Manager
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FROM: Leo Williams, Utilities / Public Works Superintendent
SUBJECT: Storm Drainage
In doing drainage work all over the City it has become quite '
' apparent of the need for a vacuum type street sweeper. I' m sure
j this will be part of any type of drainage district program the
ssL i City chooses to forward with . Approximate cost is $125, 000 . 00 .
If this program is set up I believe we should also hire a new
1fr' employee to be trained on the Vac truck and Sweeper. Also Jim
Fields should be moved here from his 50% position in Public Works
d to free up money for Public Works functions . A good 90% of his
Vac Truck work has been on our storm drains . Also he can be
trained on the Street Sweeper assuring the City we will be able 'r
to provide service at any time. Whatever option is chosen to go ,+ x ''
Y^Fx r ; forward with on drainage, pollution laws, the age of a lot of our
kF �a 'r system, and residential concerns will require us to take action
and I believe these steps will prepare us to respond as needed.
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Public Works :
We need 4 full size pick-ups at $17, 000. 00 a piece. These
would replace some 1982 pick-ups now in use that have over
100, 000 miles on them, rotting floors, and are constantly
breaking down. We now do many in house jobs that require towing
:* trailers to the job sites and new
r j pick-ups are a must .
We also need a Lowboy Trailer to haul the backhoe around at
around $10, 000 . 00 . This would save wear and tear on the backhoe
which must be driven to each job site . It would also be much °
a safer. We could also use a new backhoe to replace our 10 year
, old JCB which� frequently breaks down approximately $65, 000. 00.Also our front end loader is 15 years old and needs replacement ,
#. at approximately $100, 000 . 00 . We also need a new skid steer fin ;
PY loader at $25, 000 . 00 for small trenching, for lift use, clean up
details, and multiple other jobs. We need 2 rider mowers at
approximately $6, 500 . 00 each. We now use 2, 8 year old John {
Deere mowers that are constantly broken down and very hard to
j ? obtain replacement parts for. Also a generator at approximately
$10, 000 . 00 would be useful for park events, repair jobs,
festivals at the beach, emergencies when the power goes out such
f; as a lift station, emergency lighting, an air compressor with
tools such as a jackhammer is also needed for concrete and road r >� ,
work, also drainage work and utility repairs. Cost approximately
$10, 000 . 00. A ditch witch for sprinkler systems, Public Works,
Parks, and Utilities would also be very useful at approximately
' $10, 000. 00. Also a mini excavator split between Public Works and
Utilities would be extremely helpful and save wear and tear on
rr , the backhoe and also be useful in the cemetery approximately
i $50, 000. 00 . This would also free up the backhoe and relieve back
logs caused by having only one digging machine. We can also use
Ga concrete grinder at approximately $2, 200 . 00 . This would allow
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leveling or sidewalks asphalt scoring etc . and would allow kv
L savings from avoidance of total replacements of these type of c µ
,a things . We also need to replace the sprinkler system on Dania v, M
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Beach Blvd. to allow for the planting of some colorful but low
maintenance foliage that would provide a better image of The City
' ! to people coming and a better image of The City to people coming
i�r ? and going to the beach.
Division total with sprinklers approximately $363, 200. 00.
Cemetery:
We are badly in need of a new dump truck to replace the 1978
truck we now use . It should have been replace long ago and won' t
I, last much longer but is needed to move dirt from grave sites and
also is used by the road crew to move rock when the big dump
truck has asphalt, approximately $25, 000 . 00 . Also a small pick-
r up at $12, 000 . 00 is needed for the Cemetery Keeper for traveling
on errands and moving between cemeteries and around job sites at
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I the cemeteries . We now use whatever old police cruiser we can
get running day to day. Also a y $_ g
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along way toward repairing the roads and more new landscaping in
w the cemeteries . Don Hansen will` provide pictures of the 5 ;
equipment that needs replacement and provide any exact ty
pe of
equipment and
Price should it be needed. Division total
approximately $62, 000. 00. �
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CITY OF DANIA 4
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Utilities and Public Works Dept. �x x >,t
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MEMORANDUM
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DATE:
April 25, 1996
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t TO: MICHAEL SMITH, CITY MANAGER
' FROM: Leo Williams, Superintendent of Utilities/Public Works a'
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SUBJECT: Drainage y
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While muchs"
progress has been made in preparing our drainage
system this year for the rainy season I have identified a few ,
problem areas that require attention to miminize flooding that
could affect property owners or force street closures . These
ul: areas are along S . E. 2nd Ave. between 7th St . and loth St . , S .E.
3rd Ave. by 4th Terr. and 4th St . and S .W. 2nd Ave . around 4th
and 5th St . . We can do some in house work that would greatly A4
/t3 minimize the chance of flooding. To do this work we would need `
an investment of $15, 000 . 00 in materials such as drain basins, �
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pipe, etc. . The funds for this work would normally come from our
4`r Street Maintenance Fund but that fund has been deleted by the ?
Railroad Crossing and Sewer Study expenditures. I believe if
funding could be found this would greatly enhance our chances of
minimizing any flood damage to our residential areas this year.
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` CITY OF DANIA
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Utilities and Public Works Dept.
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MEMORANDUM
DATE: March 4, 1996
r s ' `� •+ TO: Michael Smith City Manager/
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FROM: Leo Willaims, Superintendent of Utilities/Public WorksdW
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SUBJECT: STREET RESURFACING
As you know the roads in the S . E. section of the City and in
the annexed area are deteriorating to the point that simple
atchin of the p g potholes and repairs won' t suffice. The w ar
following page will have my recommendations for road resurfacing
and repair that I believe need immediate attention. These
suggestions are not funded in the current years budget but should
be addressed as soon as possible. I checked these roads
previously and some of the deterioration has accelerated and
could become a safety problem in the future and while we will
continue to stay on top of this I must stress my belief that the
sooner we attend to this issue the better off we will be in terms
of cost, safety, and serving the needs of the residents of Dania.
cc: Robert "Bud" Palm,
t ,> Director of Utilities/Public Works r
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CITY OF DANIA
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Utilities and Public Works Dept.
MEMORANDUM
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r� DATE: April 24, 1996
TO: MICHAEL SMITH, CITY MANAGER ,
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FROM: Leo Williams, Superintendent of Utilities/Public Works ^S I t I
SUBJECT: Street Resurfacing
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To further help in the evaluation of the street resurface =`r
t r" � lists I've given you, here is a cost estimate based on an
approximate $32 . 00 a ton asphalt charge that Community Asphalt
.x"etiN on to resurface
e ma pp
.has with Broward County. It takes approximate 1 t
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a ; g 15 square yards of road surface at 1 1/2" thickness . c
C4.y t r }i r_ .
An example would be: 4
SE 2nd Ave. from Dania Beach Blvd. to SE 2nd Street .
Approx. 1415' long by 21' wide
29715 / 9 = 3301 . 67 sq. yds .
3302 sq. yds . / 15 = 220 . 14
220 x $32 . 00 per ton = $7040 . 00
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rrtt ,rK u' + Most roads in Dania are between 201and 22' wide so using 21' r
as an approximate width you can estimate the cost of any given r
+ r road resurface at about $5. 00 per linear ft . since all surfaces
iy are unequal and some roads may need a leveling layer, tack, etc. . ,
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It is safe to set a price of $5 . 00 per linear and apply any
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savings to further resurfacing. I believe we should set aside
t + a � $250, 000 . 00 for road work and proceed as soon as p ossible given n
the pace of the deterioration of the roads on our list and they+ ,U'+ ^
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onset or the rainy season. If revenue is not immediately
if
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s available perhaps we can borrow the money and pay it back through
n the Local Option Gas Tax Funds we receive each year. The funds
are specifically for such projects .
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THE FOLLOWING LIST OF SREETS
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REQUIURE RESURFACING. . . . .
1• SE 2ND AVE. FROM D.W.B. TO SE 7TH ST.
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3• SE 11 TH TERR. FROM SE 2ND AVE. TO SE 5TH AVE.
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4• SE 10 TH TERR. FROM FED HWY TO SE 2ND AVE.
5• SE 5TH AVE FROM 14TH ST TO 7TH ST. (POSSIBLE COUNTY HELP) ,•
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7• NE 1ST Cr. FROM D.B.B. TO NE 1ST ST
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8. NE 2ND AVE FROM D.B.B. TO NE 1ST ST >
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NE 5TH AVE FROM NE 2ND ST TO NE 3RD STr,
t t�yw 10. GULFSSTREAM RD FROM D.S.B. TO NE 3RD ST ;7u=
NW 7TH AVE FROM NW 2ST TO NW 3RD ST
12. NW 6TH AVE FROM NW 2ST TO NW 3RD STyy„'ry `
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13. SW 26TH TERR FROM SW 32ND ST TO SW 36TH ST
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19. SW 25TH TERR FROM 9985 TO 4907
1� , SW 28TH TERR FROM SW 95TH ST N. TO END
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16. SW 29TH TERR FROM GRIFFITH N. TP SW 45TH ST AND•
150 PEST. APPROX.
THEN EAST AP
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r 2CD ST 17. SW 27TH TERR FROM GRIFFITH RD TO SE 5
* (N 18. SW 52CD ST FROM SW 27TH TERR TU MELI PARK ENTRANCE
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A. ALLEY BETWEEN SW 9TH ST AND CEMETERY
B. ALLEY BEHIND HAERS FURNITURE
WE CAN HAVE THIS WORK DONE BY COMMUNITY ASPHALT BY PIGGYBACKING'
i )n��t 5ni ri _r
jert# nry` ,^ t`a' OFF THEIR CURRENT CONTRACT WITH BROWARD COUNTY. THE COST FOR A GOOD r, r
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1-1/2" OVERLAY SHOULD BE IN THE $125.000 TU $150.000, RANGE AND 1
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WE CAN GET A CLOSER ESTIMATE FROM BARRY AND CALVIN OR. PERHAPS COMMUNITY
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b+ rt 'ASPHALT SHOULD YOU WISH TO PROCEED, Y� �•'����
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STRANMUDGE,nve,
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State Certification N CBC047620
t August 30, 1995
° Scope of Work/Proposal for
Window Restoration at the City of Dania Fire - Rescue Offices
S 116 W. Dania Beach Blvd. - Dania Florida
Ryy� e
A. Background Information: Our firm was contacted by Larry Yost of Dania Fire - �
Rescue. Scott Strawbridge visited the site on August 30, 1995. At the Northwest (rear)
corner of the building an entire double hung window unit is missing. Two additional E;+
7 ' window units exist in the room and are both in goad working order. The general scope
;w of this project will be to install a window unit in the vacant rough opening that matches
the existing units as closely as possible. The owners are in possession of an upper ;
and lower sash unit that match the existing size and glass configuration and are
serviceable for this application.
4 B. Proposed Scope of Work: Secure building permit. Install new pressure treated
wood bucks to existing masonry opening. Install salvage window frame with '
serviceable sash weight assembly and with owners' sashes installed. Trim exterior as 1
a required to match existing and patch stucco if required. Trim interior as required to !
match existing using salvaged antique heart pine to provide authentic appearance
' and patch plaster if required. Strip existing paint off sashes and frames on interior side ^,and finish to match existing as closely as possible. Remove loose paint from exterior
frame and sashes; restore glazing t , � g g putty as required, spot prime and apply two finish
r, coats of acrylic paint to wood; touch up interior and exterior wall as required (match as ,��
K closely as possible). No architectural or engineering services are included in this
< proposal. g g '
' C. Base Proposal: For all the work described in the detailed specifications and
including certain allowances as enumerated below, we agree to perform all the work
for the sum of One Thousand Three Hundred Ninety and 00/100.
Allowances as Follows: J''
Plaster and Stucco
350.00
, sa♦ -, 1><� � Lei
Upon receipt of notice of acceptance of this bid, the Undersigned hereby
agrees that he will execute and deliver a formal written Contract in accordance with
the bid as accepted within ten days. � <
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. Dania Fire-Rescue Proposal
August 30, 1995
" Page Two
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rr ;r If awarded this Contract, The Undersigned proposes to apply for building permits
5' within 5 calendar days after receipt of notice to proceed and to fully complete all of the
work under his contract within 30 calendar days thereafter.
Extra and/or change order work will be performed at contractor's cost plus a fee
dt. of 16.5%
� E ,
Y Respectfully submitted, j
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Scott Strawbridge, ide6l
} y`^ Scott Strawbridge, Inc.
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h}. Dr. JACKSON'S OFFICE AND SURGERY/DARE HERITAGE TRUST - National Register
t Grant Consulting, minor repairs, exterior restoration project, interior restoration project.
E
1992 - 1995
t .
FREDERICK MINDERMANN RESIDENCE (Goulds, FL) - Dade County Register
Grant Consulting. Post Hurricane Restoration - Project Management Services. 1992 - 1993
1 4�
ALLEN CHANDLER HOUSE - (Goulds, FL) - Dade County Register
Grant Consulting, Post Hurricane Restoration Project Management, Post Hurricane Restoration. 9
,
1993-1995. M
MISC. VINTAGE RESIDENCE PROJECTS:
JACK and DIANE BREWER RESIDENCE - Ft. Lauderdale, c. 1930 Frances Abreu
GAYE BONDURANT RESIDENCE - Coral Gables, c. 1930
R w f•' BROWN RESIDENCE - Coral Gables, c. 1930
BROWN RESIDENCE #2 - Coral Gables, c. 1927r
ENGLISH RESIDENCE - Ft. Lauderdale, c. 1938 �„ `
#w
� MARY FOEHRENBACH RESIDENCE - Miami, c.1930
t y " GENERAL'S QUARTERS - Hollywood Air Academy, c. 1930 ` ti
GUEST HOUSE AT COLEE HAMMOCK - Ft. Lauderdale, c. 1930x
>1 GARAZI RESIDENCE - Golden Beach, c. 1926
KEN AND PEGGY NELSON RESIDENCE - Hollywood, c. 1935
p4 PARSONS RESIDENCE - Miami, c. 1929 ' ' !
FREDERICK RUFFNER RESIDENCE - former Anheuser Estate - Ft. Lauderdale,
c. 1927 Frances Abreu Design
' m. ARTHUR ROSENBERG RESIDENCE - Miami , c. 1925 "
SETLIFF RESIDENCE - Ft. Lauderdale, c. 1913 ,
Y
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9543576194 (BEAN AFFAIRS F7Z 17�14
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OMMOFtUtMAWAR! B R I G E B May Io, 1996
nsaAms.■.,� VOL, I, No. 6 I
P• F"IF"LxudwdftFL=l
FAX tale)33r-01I4 Ple.Iae to City Manager or Chief Administrative Ofpl=
4."
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LEGISLATIVE OOOPS!
'iri (�13Qd18e !
>i THANKS TO THE 9NARP EYE AND LEGISLATIVE KNOWLEDGE,'OF i-AUDERNILL
7I LhAR LSMVAwd CI01d, MAYOR ILE TE
NE LIEB RMAN, HOUSE BILL 503, AS REPORD IEARLIER, DIED ON r
(a54)357-MS THE CALENDAR. HOWEVER, A SUBSTANTIVE PORTION OF TprE BILL DEALING
Dde4Mym WITH CONTINUED INSURANCE FOR THE FAMILIES OF FULL-TINE FIREFIGHTERS
rr�y Y Pm°m CoorduchorINJURED IN THE LINE OF DUTY WAS PART OF SENATE BILL (26, WHICH DID
IS ( C. Ia5g1357A774 �
� y PASS. CALL 357.61 19 FOR THE ENROLLED COPY OF THIS AND OTHER
Vt a7lluw j
A*rm=CHW*Aam Ki BILLS WHICH PASSED, WE HAVE ORDERED ALL THE BILLS AND WILL SEND J..,y..�
(950)357-11179 COPIES AS SOON AS WE RECEIVE THEM. I /[
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". EARLY CHILDHOOD DEVELOPMENT BROWARD COUNTY FACE`CARDS � y
PROGRAM
logo
) THE DEPARTMENT OF HOUSING AND URBAN DID YOU KNOW THAT BROWARO COUNTYS
' DEVELOPMENT IN WASHINGTON FUB AFh CURRENT POPULATION IS 1,41 2,1657 THE a Z
+ NOUNCED THAT$21 MILLION IN GRANTS WILL COUNTY HAS A POPULATION LARGER THAN I
a + <
i BE AVAIL-ABLE TO NON-PROFIT GROUPS AS 13 STATES AND Is #23 OP AMERICA'S 50 .} +
PART OF THE"EARLY CHILDHOOD DEVELOP. LARGEST COUNTIES. AS THE SDRT1 FASTEST r }}
G 9
' MENT PROGRAM', FUNDS WILL BE AWARDED GROWING COUNTY IN THE UNTTEO STATES,
TO ORGAN[-ZATIONS SERVICING LOW'INCOME BROWARP WELCOMES APPROXIMATELY 400
Y CHILDREN, FAMILIES LIVING IN PUBLIC HODS- NEW RESIDENTS EACH WEFJCi DO YOU KNOW
f g d �J INO AND HOMELESS FAMILIES OR FAMILIES ON THE CURRENT POPULATIOT'{ OF BROWARDS
1 J r%• THE VERGE OF BEING NOME-LESS. THE FIVE LARGEST CITIES? ANSWER: I FORT
DEADLINE FOR SUBMITTING A PROPOSAL IS LAUDF mim, 149.232. 2) HOLLYWOOD, T
t JUNE 26. FOR ADDITIONAL IN-FORMATION, 1 24.316; 3)CORAL SPRINGS, 90.586X N
,;. CONTACT ELIZABETH BUTLER IN WASHINGTON, 4) PEMBROKE PINES. 6 1.374; AND, 5)
' (202) 708-2290. , 1{;",•
ti✓ POMPANO BEACH. 73,722. .�
��• HISTORIC PRESERVATION GRAMS THE ENVELOPE-SIZE FACT CARDS, UPDATED +� sg,
FLOPoDA's 1996.97 BUDGET, JUST PASSED FOR 1996, CONTAIN A WEALTH OF INFORMA- ky
l BY THE LEGISLATURE, CONTAINS $12 MIL- TION AND USEFUL STATISTICS, DATA IN-
` > LION IN FUNDS FOR HISTORIC PRESERVATION CLIIDES POPULATION BY RACE. NUMBER OF ,' L
N
rt SPECIAL CATEGORY"� PROJECTS. THE HOUSEHOLDS, POLITICAL REGISTRATION, TAX �p
GRANTS ARE AVAILABLE FOR MAJOR RATES, HOSPITAL BEDS, 96. FOR COPIES g'
ACQUISITION AND DEVELOPMENT pRO.1ECYS OF THIS CARD, PLEASE CONTACT THE URBAN ct
j T
j AND MAJOR MUSEUM DMIBR PROJECTS VATH AFFAIRS OFFICE, 357-61 I g.
FUNDING NEEDS IN EXCESS OF $50.000•
THE DEADLINE FOR GOVERNMENTAL AGENCIES It's F.T�p mace AjAinHane
AND NON-PROFIT ORGANIZATIONS TO SUBMrr A /'f /1Y'1 ) ))/j
APPLICATIONS IS MAY 31 , FOR ADDITIONAL
!A F1iaOV FTOORE'QQf lI ,
<? 7 INFORMATION, CALL LAURA WARD AT 357-
`. 6213. . ..
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HOWAN CaAI SOM Of 4:00MY CINNWONIIs—M fpua Ow ft TncbY�iab Mn tlWraw y J r
!! �I � � 7CMr�Ca,+ry1 5,60rYM N a.r®,+pev JOI,I1 P.1b1f Lcn N01E�1'Ciln 5'M.R}tWr JOtN E NOIXIfMI L 6alt>O i 11nrtIIyn ., 4 1
J ,ww d/u4,i AM,wle Yps IwtlM A,w1 Ywri,wNs
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65•'27:96 23:37 ROYAL IPISURahICE AGENCY 9212604 �NO.573 �C
2
6
a3 Masonry block walls od chimney.Painting of the existing masonry joints must be
done by a qualified brick or stooe mason.
d. Wood Jolawy and siding.The wood dormers and porch extensions at the second
floor tread repair,waterproofing and refinishing,
1 Develop as adaptive mum program.The city and the community together must
y, determine what they want this house to be. Keep in mind that this determination will
affect the types and sources of funding and fWarwing needed to undertake a complete
renovation effort. A clear and unambiguous adaptive reuse program can include the
following:
K a>.A New•Ure Fhm Develop a program for utilization of the spaces within and
surrounding the bouse.This should be a community process with the participation of all
N` of the government,business,and citizen interests in the project. This plan should clearly
identify ate of benefit to the community which will support the grant in aid
applicatiaas. , w
b.Proposed alloradorts. Based on the new-use plan,a program of alterations can be
developed. The Repairs and Rehabilitation Manual developed in My 1994 can be < I
r included in this. However,some of the recommendations may require modification to
conform to the new use plan. For example,conserving the sliding glass door enclosures }
at the front porch may not be favorably received by the Historic Preservation Advisory a
Council ad should be excluded in favor of mace sensitive meaus to restore the front 5
porch,to on active community use.
y<<? c.Dedgaate the house as a State hlstork site.Apart from local designations, by
,
applying for and receiving such a designation will facilitate preservation efforts based on
National suds and goidelines.
&Owrrersldp tsars.Strongly recommend formation of an independent not•for.pro0t �S r
F'oundothm ch d with due responsibility to restore the house,manse and maintain it f
� �n , . ,ty g ,
as a viable eommanity facility. The advantages of this am as follows:
a,Provides for representation of public and community interests. Provides an opportunity
for business and community leaders to become involved,
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05'27/96 23:37 ROYRL INSURANCE AGENCY 9212604 NO.573 PIM
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a b.Allows faidbility in types of funding from various sources, including public and
private investments and grants.
y C.Allows greater flexibility in purchasing for restoration and maintenance,
�r
d.Clearly designates accountability for a community resource.
It is my suggestion that this information might helpfully be circulated to the city
l commission and interested local business people and residents of Dania.
A
t L Proptrad for W"Nedlate scope of workand budgtt As a positive first step believe
the initial grant should be applied for to address the issues roughly outlined in item 1 of
this letter.These Immediate repairs to protect the building envelope will requite a
w diagnosis of the conditions defining the problem,a scope of work for the repairs,and a
budget for the grant application, We estimate that the diagnosis,scope of work,and
budget preparation,as well as assistance with the grant application would require
approximately 24 hours in field investiptions,analysis,and document preparation. Our
3 fee to conduct this work is$2040.00 plus expenses,such as photography and
reproduction services. ;
once we have Successfully secured the house from further deterioration,it would be
appropriate to focus on the adaptive te•use effort and remaining issues concerning the
Nyberg-Swanson house. r '�
t ' " Yours very Ascei sly, I
Anthony I Abbele RA,AL&
21
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r CITY OF DANIA
'y FIRE DEPARTMENT
INTER-OFFICE MEMORANDUM
TO: Michael Smith, City Manager
FROM: James Mulford, Division Chief
4
„ . RE: Vehicle Replacement Program
4 G DATE: April 12, 1996VIM
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have spoken with Mr. Rich Sandell, Public Works Director, City of4:` `
Delray Beach, in reference to the vehicle replacement program his City is
attempting to implement. The program consists of buying a fleet of vehicles $, ;
under Florida State Bid, maintaining these vehicles for two years, then selling
y
them at auction. Research conducted b Mr. Sandell indicates the value of the h ,
{� vehicles, according to the N.A.D.A. book, after two years, is equal to if not , ;
` slightly higher than the cost of the vehicle purchased off State bid.
7 re' l
The vehicles are used for Administration vehicles, being kept relatively
clean with regards to installation of light bars and sirens. During the two years r
' l the city maintains the vehicles they are under factory warranty which decreases xYt
maintenance cost for vehicles. 3yyyy ��ggyy..
The following examples illustrates the cost of a 1993 Ford Taurus
purchased from state bid today and the N.A.D.A. book value of a 1993 Ford Taurus as of April 1996:
1993 Ford Taurus #222, #223 �`_
t� r ( ) purchased 5/93..............$11,400.00 .:
This price includes finance charges.
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April 1996 N.A.D.A. book value for 1993 Ford Taurus......$10,625.00
This is retail value. �'
i!
It should be noted that this example illustrates a vehicle that, at this time,
is three years old. Should you require any additional information regarding this
r + ' program please feel free to contact Mr. Sandell at (407) 243-7333 or myself.
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CITY OF DANIA
INTEROFFICE MEMORANDUM
GROWTH MANAGEMENT DEPARTMENT
TO: Marie Jabalee
' § City Clerk
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1•
FROM: Will Allen 1 -
Growth Management Director l U
RE: 1996-97 Budget
Y Date: May 31, 1996
The following is our department's request for the capital improvement portion of the a t
I
1996-97 Budget. 4'y'
jt ORG / OBJ ACCT. DESCRIPTION / EXPLANATIONfj
,I
F ni
<, f 1000 60647 Request for 3 new vehicles for Building Official, Chief Zoning/Code
Enforcement Inspector and Code Enforcement Inspector. d
s 1) Request for 2 Chevrolet S-10 42 Compact Pickup trucks for Chief
z` Zoning/Code Enforcement Officer and Code Inspector.
Cost: Apprx. $13,711.00 each. Total: $27,422.00
Justification:
' } ' a) Code vehicles are 6 years old and are requiring a high maintenance cost.
b) A car in the code division is impractical due to the fact that inspectors visit job w h,
sites, debris filled alleyways and many times must pickup signs and articles fromnfi "
businesses, medians and right of ways."
L R.p'ps1•' ;a�
c) During a hurricane, a pickup truck would be more practical for post hurricane M�
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duties.
' k) 2) Request for 1 Chevy S-10 Blazer 44 for Building Official.
Cost: Apprx. $20,500.00
Justification:
s i a) Building Officials vehicle is 6 years old. Maintenance cost anticipated to become
y s more costly. (Vehicle overheats constantly, rattles, burns oil etc.)
b) As stated in the Code division, a car is impractical due to the fact that the
Building Inspector visits constructions sites and unsafe structures on a daily
basis.
t t w i c) A pickup truck can be utilized for this purpose but a utility vehicle is preferred ; ur
because items such as measuring devices, books, protective equipment cannot
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Capital Improvements
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be carried in the bed of a truck. There are also times when passengers such as
County and State Inspectors will ride with the Building Official.
d) During a hurricane, a utility vehicle would be more practical for securing job sites
and post hurricane duties.
Total Capital Improvement Request for Growth Management Dept. $47,922.00
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070-444-900
(3OA)
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ECONOMY UTILITY VEIHCLE, 2-DOOR, 4X4
REPRESENTATIVE MODELS - CIIEVROLET 5-10 BLAZE114X4, FORD
EXPLORER 4X4, JEEP CIIEROI�EE 4X4 OR
APPROVED EQUIVALEN7
NOTE: This detailed specification is not complete unless it is used in conjunction with
Specification Number SRA'C-1, SPECIAL REQUIREME,YN' ALL AITTOMO BILE S AND
' r LIGHT TRUCKS.
INTENDED VEIHCLE USE
USED FOR HAULING LUGGAG&LIGHT CARGO, LIGHT T'O 11TDIUM DUi'Y TOWING
A\'D'1'RAi\SPORTATION OF UP TO FOUR INDIVIDUALS OFF ROAD IN DENSE OR
r REMWE AREAS.
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STD STD SEAT N
GW�CITY. 4 [[ 1 . A�STD TONING CAPACITY: 2(NN) LBS. t ��
PERP'ORIIANCE OPTION i r,
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OPT 2004 TRAILER TOW PKG 5W0 LBS. .r
10. ENGINE: ,
L ' A. Gasoline engine, (i-cylinder, minimum 4,0L(242 CID) and 160 Net 1IP. The t i
following engines, or approved equivalent, are acceptable:
Ford: 4.OL(245 CH)), 1G0 Net IH'*(EF1)
Cx1I: 4.3L(`J.62 CID), 195 Net IIP*(CPI) ".rY
' Jeep: 4,OL(942 CID), 190 Net IrP*(11111) r
?II i4 'a;. *.Estlrnated net I-H' rati ng '"+Y !
13. Manul'acha•er's standard alternator and battery.
i
1'limufacturer's standard cooling systein. tier v
20. TRANSMISSION:
Autonuctiu overdo rve transmission, 4-speed, minimum.
loinr,
B. Two speed or electronic shift h•a.lisl'er ccesc. 1Fkt°e
30. AXLES.
' A. Limited slip or locking(lil'1'erential on rear axle.
1 i`� r 13. Automatic locl:iag front hubs; or front:ucle disconnect system. ty
3 F
40. PEIIFORMANCEITEMS:
Factory installed ammeter or voltmeter, I'uel, oil pressure and coolant
tomporYcture gauges. ;
B. Powersteering. '7
it �>
tr 4 1 C. 111)suspension (springs and/or shock absorbs s, front and rear); heaviest duty a
available. Frontshcbilizerb:u•audreaa•stabilizerbar, ifavailable.
COM III)It'll TEEMS:
A. :fir conditioning. } '
13. Aill-FNI radiowith pushbuttouorelectronictunitig. 1�?
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C. Sunscreen, deep tinted or privacy glass all around, except for windshield and
glass in front dooas. Factory or dealer installed. Must.comply Ntiitli Florida and
Federal legal requirements.
60. SMI ETY ITEMS:
A. 4-wheel anti-loch braking system.
p t
D. Air bag(s).
C. Outside. mirrors, LII& RII sides.
7 D. Interior dome light(s), with left and right door activated switches.
s D. Minimum 2-speed electric wipeas; windshield washers,
t+� d( TIRES rk NVIIEELS: Fire(5) P225r51115 or larger radial 13SNV on-off road tread
x tires. Sparc tiro and wheel, mounted inside or outside. Jack and lug wrench to be
11
included.
k
80. CIIASSIS, FIlA1VIE, CAR 27y,
,. A. GVWR 48(H) Ibs., minimum; 49501bs., maxinurm, factory certified. Ti
13. NVlu`elbase: 1(H).0", minimum; 1W.5", rmLximuun.
�-door, rmnarmrrn 4-passenger model.
i
�.. D. Front and rear bumper.
K Metal shields for fuel tank and transfer case, 1'nctory instilled, if available.
}. F. I1011 bar. Must be uuaaul'actured by it, recognized manufacturer of roll burs, be
F u mounted with minimum 7/16" SAE Grade 8 fasteners, and Hurst be secured in
'r. t two places on each side. State mauuf leturer and model no. bill. ixt Y
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I�IANUI"AG♦1l.TI1LR S 1 h)RLI\(: vIODLL \'O. 811(i(.11
G. Alouufletarel's standard paints and colors, factory painted. To include all �{
s s, -sssa; standard and optional clear coat and metallic paints and colors offered by the Drys
uuumfacturer.
f 90. CONDYIJONS: All enclosed Conditions and Requirements shall apply.
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CARI1bO CIIIIYSLER COMPONENT CODE SIIEE'I'
= Riddejs mnst provide on this form the following information about the vehicle Lid, whether or
not it is a representative model listed in tIw heading Or the specification. List all the
nianul'acturer's Ordering codes and descriptions, and the model uo. or order code and description
for all dealer installed components that must be added to the manufacturer's standard vehicle to
x; provide. a State of Florida Contract"Base" Vehicle.
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IiANUiA('PURER'S ORDER CODES ANi) DESCRIPTION
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ORDER CODE
DESCRiIYTION ORDER CODE DI+,SCRrl'1'ION
Xd.TAI;2 MODEL 2(iA ENGIM11 TRANS PKG
1 I)SA LI111TED SI TP DiEE TBB FULL SiZE SPA RE
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dAY GAr?GE PACi<A(wE SDB FID SHOCKS
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tF 'fRN ALLTERRAINTiRES ADL SICIDPL,,yrp GROT'P
MODEL NO. OR ORDER CODA,AND DESCRIPTION OF Di:ALER INSTALLED
COMPONENT !1
STEBLiNC: ROLL BAR SC STINSCRiLEN GI 'ASS
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(NEW 8 DEC 95)
MAIM JEEP(THMOKEE,
MR. 4X4
CONTRACTOR DISCOCN'P" .MODEL# PRICE
4,
lVestorn District CARUSO CIMYSLER 550) NJJL72 S 18 2(i5.(N A)
i Northern District C1ARI?SOCIIIIl'SLI;R 150) XVLIp S18 21, 50)( 3)
CClihIll District CARUSO CIMYSLER 30.(9) t.I.IL72 S 18 24_, 0.(H)(C)
Southm'n District CA RfiSO CTIRYSLER 55.00 XdHiN S IS 2(i5.(H D)
FACTORY CU'pOFP DATE
+
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*Discount per unit for vehicle picked up by ordoring ageucy itt
a contr dolls pinco of business. '
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ApprosidmYtr�delivery time required after receipt of order: 90- 120 DAPS 4 °'
BASIL VEIIICLE EPA MII,EA(11+1 17. LII'II,CYCLI7I'CEL COST`. ti4."r05.(H)
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IIAKE JEEP(TIEROKEE.
2DR 4X4
CONfRAMIOR DISCOUNT IIODEI,# PRIG•;
Western District. CA RITSO CITR SLER 550) X.J.TT.72 S
Nord iorn District CA fit'SO ( IIRYSLEIt 15A) X.T.J1,42 S18 21. 5A)(13)
� S
Contrail District CARITSO cimYSLER 300) X.LTLi2 S18 2�4_. 0.(HKC)
Southern District CAR(T90 CITRS'SIiER 5501 X.LTLN S18 2fi50 ))
...1 ..
5 a y PACl'OIII A')Fh' DATE:
a°` *Discount per unit for vehicle picked ap by mdoring agency at
f contractor's place of business. � rr
Approximate delir'(,ry till,(, required alter receipt of order. 90- 120 DAYS
BASE VEHICLE EPA MfLEAG142 Ii LIFE CYCLE FUEL COST 84.11150)
�4 .htl,r$•1vr•. Xa�� 'k�7 h�. �.
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070-500-140
('38)
(X)MPACT PICKUP TRUCK, 4X2
REPRESENTATIVE MODELS - CIIEVROLET S-10 4X2, DODGE DAK(YrA 4x2, FORD
RANGER 4X2, GMC SONOMA 4X2 Oil APPROVED
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Fy N(YrK This detailed specification is not complete unless it is used in conjunction %%itll Specification
Number SRAT-1, SPECIAL REQUIREMENTS ALL ATJTOMOBILES AND LIG11T TRUCKS.
'$ INTENTDED VEIRCLE USE
c ° USED FOR HAULING BULK MATEIIIA14 LIGHT DUCE"TOWING AND TRANSPORTATION OF 13
TO TWO INDIVIDUALS ON TILE IIIGIIWAY AND OFF TIIE IHGIIWAY ON UNBIPROVED
ROADS.
t, (F�
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y STD CARGO AREA: 72 X 51n X 4(
r, r r*'
S 1D \VORIQNG CARGO GAPACITV: 9a0 LBS.*
Y STD TOWING CAPACITY: 1800 LBS. ?; '
Y; ? n r n u##
Ol'T Calla '0 AREA, OPT 8a),5: 84 X al X 40 A.
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PERFORMANCE OPTIONS CARGO LBS.* Oil TOWING LBS.
' Ol'T 1001 V-(i ENG 950 OR POW
OI' 1 V- &Ol'T 21N)1 MAN TMA
1'100 (i 950 oR 18a)
n �
OPT 2(N)1 MAN TRANS 950 OR 16N)
ll, Opr 2(N)4 TRAILER TOW PKG 950 OR 351N) *�
OPT 8(H)7 4700 LBS. GVWR 1350 OR
Ol'L'8(N)7 47(N) LBS. GVWR& t
41
ra ix"fit; Qi"T2(N)4'l'
RAILER'TOWPKG 1350 011 35(N)
s * Approximate net cargo capacity alter deducting weight of driver sad one passenger.
The third number of the series indicates file distaulce between wheelhousings.
4 10. ENGINE:
„ f A. Gasoline engine, 4-cylinder, minimum 2.2IJ(133 CID) and 112 Not IIP. 'Thc following,
ell'illles, or t noted equivalents, ne mTe hall. '
�
DODGE 3.9L(239 CID), 175 Net IIII(T131)
r 1tx FORD:2.31,(t40 CID), 112 Net HP*(CFI) '
2.2E(133 CID), 118 Net III3*01 PI) 4
*hstimatcd not III'ratings
Vla.uul'aohurr's standard alternator quid battery.
..
C. Manul'acturors shl.ndard cooling system,
20. TR,liNSNIISSION: Automatic overdrive transmission, 4-speed, mininuun.
A
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,fit tiy :4 ,
' 30. AXLE'S: Ma,nul'acturer s standard dritc :ukl and ratio for specified engine and trmsmissioa ,l
combination.
A
' Cl'I'A'IS: w `'
40. PLIIhORMANCI 44,
A. Factory installed allllileter of voltmetor, fuel, oil pressure and coolant tellllwratury gauges.
Powersteering. 9
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5()• CoIIFOIIT I1Ti)IS:
A. Tinted glass all around.
13. lilI-MI radio with pushbutton or electronic timing.
Vinyl seat upholstery.
(i0. SiWETY ITEMS:
A. 4-wheel aaiti-lock braking system.
B. Driver side air bag.
� ' C• Outside mirrors, LIT& IiII sides; inside rearview Inirror.
r , D• Interior dome lights), with left and right door Ictivated switches
;: ; I� AIininnun 2-speed electric wipers; windshield w Ishels. ,y
r u 70 TIRES & VIjELS: Five Qr1) 1`2 1560II14 IYq
or Inr•ger radinl 13sw all seasons tread tires. ys 'Spare tire and wheel. Spare fire ' , i " ' �'I „ "•to be factory iushllhd il'Iivailable. •Iacic and lug wl'eilell t0 be included. State tll'e 61%P. ,
Am
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A I^ TIRES:
�WOOD' 80. CHASSIS, FRAME,�_ A. Mininium 42110 lbs. ,GV1VR faco try certified; minimum I250 HIS. payload rating.
-�r 47 '
State GM11 and payload capacity.
G1rWlt 42M LBS• PAYLOAD: 12bt1 LBS
v' Ah aka 13• Wheelbase. 107.5° milllmulll; 112.,0° Ir11LYlrrllllrl. .j�' t,'�t''r
r �ura�'r Cl. h'leetsido or approved equivalent body, minimwn �d.2 inside box length.
tons it 415,
rl t II F
' lI. Front bompel•. `
q 1 11 J
E. Ilea wy-dut step type rear buul per, instailIvd. 131111 tt r ~hall have a rni Ili nuuu �' q
capacity of 350) lbs. horizonid pull weight and 350 lbs. vertical tongue weight
SEE SPECIhICATION 131TAI1'LIIS-1. �
°<4' F, F. Vhlnul'achncr's shuulard paints and colors, I'achpry painkvl. 'po include standard
and optional clear coat and metallic paints and colors offered by the
qA z5 5�
IIIILIIIII 7letill-er.
n { F3
90. CONDIUMNS: All enclosed Conditinlislurd Requiremell Shall apply.1 i =,
` of , 0M-5W140
NIA ROONECIIliVROLE'l,
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COMPONEY1'C0DI9 SII7�7b]T s �k
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13idderw must provide on this form the following in1'orma,tion about the vehicle bid, whether or "' 'r >a
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G a not it is a representative model listed in the heading of the� specification. Lill the u� qH Itt�"
� 1 on. List all
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r, 50. CONI+ORT ITEMS:
ii
A. 'Tinted ghnss all around.
a "! B. A1I-ni radio with pushbutton or electronic;timing.
IF Vinyl seat upholstery.
s' fill. SAPETY ITEMS:
A. 4-wheel anti-lock braking system. i
B. Driver side air bag.
a C. Outside mirrom, LI1&1111sides; inside rearview mirror:
���� 4 D. Interior dome light(s), with lel't and right door activated sic"ik�hes.
[' Pl Mininnuu 2-speed electric cvipeis; windshield washers.
TIRES & NVIIEELS bare(5) P215/i01114 or larger radial 13SW rill seasons thud tir(ts.
Spree fire and irlid Spare fire to be factory inslr]lal, if availrble. .fiicic and lug
wrench to be included. State tire size.
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") TIRES: 11205C51115
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H0. CHASSIS, FRAME, CA13:
A. Jlinimum 42(H) Ibs. GVWIt factory certified; mininnim 1250 His. payload rating. e
State.GVNVR and payload capacity.
GArWR 42(H) LBS. PAYWAD: 1250 LBS 4 '
it 1 *r1f r ,
13. Wlurelbase: lOi:S" mininnim; 112.'0" maximum.
C. Eleetside,or approved equivalent body, minimum i2.2" inside box l(tngth.
't n 1). Front bumper.
E. IIeavv-duty step-type rear bumper, installed. Bumper shall have a mini imin
capacity ol':35M lbs. horizonal pull weight and 350 Ibs. vertical tongue weight
SEE SPECIFICATION BITMPLRS-1.
*r; F illa fill ractiror s standard paints and colors, factory Painted. To include standard
�y and optional deal.coat acid metallic paints and colors oft(ti-ed by the
y � nuinul'acturer. , ,
!N). CONDITIONS: All enclosed Conditions and Requirenrenls shall apply.
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� 11AROONE CHEVROLET
COAT PONENT CO1)ESIIEEI
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Bidders nmst provide on this form the following information about the vehicle bid whether or rya,
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st , vva�
nut it is n represeuhrtive model listed in the heading of the specification. List all the
Ewa' s ti"YYy' '0l" 4]5q
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rmuukfachkrci's ordering codes and descriptions, tend the model no. or order code and description
r l•or all dealer instrklhsd components that must be added to the manulachl er's standard vehicle to
provide a State of Florida Contract,"Base" Vehicle. i
x 1NIAN`iII+ACTURER'S ORDER CODES AND DESCRIPTION
ORDER CODE DESCRIPTION ORDER CODE
" DESCRIlyrION
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C510603 MODEL NO 791 Sil40(Y►HSL� TS
(�O 421N1LR. (xVWlt bI80 I
• ,,r 4 5P ATUO TRA INS
4.I0 REA It AXLE RATIO ]SA PEG
( CE r r r r RASE I I G
�_ P>.0.i/i'.1115 TIRES UMW Al1/1ilIIIADTO
fr lI011I L NY). Olt ORDER CODE AND DESCRIPTION OF DEALER INS'I'AI�LED
coNIpOjN;:NT {N
a = >r r FEY RP,A R STEP RTTIII'P'R
1�'SYl
(NEW H DEC 95)
;2
MAKE CIIEVROLET S•10
1 xp ' yfp
14�\�
CONTRACTOR DISCOUNT" MOI)ELi# PItI(ll'7
r ' ,`" MAR00NL u 4 r 1
Western District ( IrET1101d471 11 .".
(510(i1B3 s 10,J)0.(N it
rr ,, ROONE
Northern District ('i1T'.VROT FT 0
CSIIIIi03 SLII,Si(1.1 R sf�
MAROONE '
'rft,rY ��ai, Central District ( III'.VROLI7T 0 (S10(iO3 S 1Q820.IN (' fin
M,'V, NIAROONE
" c Southern District CiITVROLET 0 (SIO(il):1 S IVU (I.IN)(D
FAC'Mily(,'ITPOFF DATE 4P06
'�+N f i
< s''1�
(REV 96 MA It 96)
' to Y ' pt + � •
r Discount per uniGfor k•ehicle picked up by ordering ,kgen(!y at
COntl'iletol�S l)lill'e 01 bkismess.
P tt vY l 'I
't''¢rs 4k�xi<�; � c Appro�iimkte drlik•ek;y time required aftc+r receipt of order: 91L 1`?II U:�l"; � r � � �
t��'p{�Qlf ortk'n Ill d
fir+§Y Yt�`.e rr'�? e t K•
s�Lf �t Y BASE VEHICLE I EPA 11IMEM'K z;L LIFE
CYCLE FUEL COSTS3.478,(9) w$y.
t'Y'+C A'T��4Fr Y1"f�� �k �� +.�h�7 �•
OPTION NX)I: EPA Ill ILEAOE Q,(i. LIFE CYCLE FUEL COST8:).0m.IN)
'� ry7 Fti
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((i) 5(H)I. Air conditioning.
ORDER CODE (1GO PRICE 6560)
5( h Rain shields over door windows. Auto Ventshade Co. (1-8(N) 241-7215))or
approved equivalent. Factory or de,,ler installe(l.
ORDER CODE PS PRICE 510)
(S) (i(H)l. Daytime running lights.
ORDER CODE STD PRICE NK1
010-5(H)-140 h r{
MAKE CIIEVROLET S-10
P(1 i
OPTIONS: (continued) d < r
(()) 8(H)I. Special state colors. D(Yr fellow(DuPont Centa "i 1,90 i0A), .Jude Green
z t
Metallic(DuPont Centari KJ)27A). Factory painting preferred. Stoke
wbr tber or not the vehicle will be factory painkA. SEE
r
Is t l p' p SPECIFICATION BRAT-1, NOTE 1.
r. " 10 UNITS MINIMUM ORDER REQUIRED
FACTORY PAIN[ED: YELLOW Y(X) N(), -JADE G REEN Y(X)N
4
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(Yellow)ORDER ('ODE 1YirC5.' PRICD NKl
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(jade Green) ORDER CODE PRICE 500)
v,1 (10) 8(01 Special spate colors, two-tone. Olympic NVlrite(DuPont Centari R!H)31A) above r
4N"= dripstr•ip on cab and Dark Green Mctaillic(DuPont Centari K(H)30A)on �y
remainder of cab. Factory Painting preferred. State whet i, or not the .
vebiele will be factory Painted. SEE SPECIFICATION SEAT-I, NO'rE
n 10 UNITS All NIArUM ORDER REQUIRED
s>x 1 FACTORY PAINTED. GREEN Y(X) NT( ), \VIIITE Y(X) No
L
ORDER CODE 1TIKGW PRICE 170.(H) „
1' 1 f & t pY J w
l) S(H4. I_Amrg bed model for the base vehicle only. \linimum f 1.4" inside boy length,
with minimum 113.5" and miWinum 1240' wheelbase. State GVWR and
payload capacity.
r
(N(YPE'CO USER: AVAILABLE ONLY wirm STANDARD CAR
tia p it MODEL) F
1 V.t
(IVwlt 46(H)4 PAYWAD: jE ° uy
ORDDRCODE CS10803 PRICE 27(1.(H)
ZAN
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Minimum 4700 Ibs. GVWR, filctory certified; miifi ill fill, 1650 lbs. payload for
strmdaud catb model, with rrrinimnm 83.4" inside bae length. 'ro include
minimum 3.OL(182 Cfl)) V(3 engine. State GVNVR and payload capacity.
' REQUIIIES OPTION#1091 &OPTION 8004
GV1Vl 1900# PAYLOAD:
1 0I1DE11 CODE C5� PRICE 40.(H)
t 1:3) 8010. Spec J
( ial state colors, two-tonc. Ol roI»c White(DuPont(k�ntari I{9(331:y),IbIne
dr•ipstr•ip on cab and DOT Yellow(DuPont(kgnt"t,ri L9060A)on
remainder of cab. Factory painting Preferred. state whether or not the
"llielc will be I'alctory painted. SEE SPECIFICATION SRAT-1, NOTE
1�
10 UNITS MINIMUM 11 E QUIRED
PAffPORY PAINTER ITMLOW Y(Y) N(), NVIIITE Y(N)N(
011DE11 CODE T(.RYW PRICE 111)0)
i
ry "fir I
070-5a►-140 Y
MAl{E CIII+IVROLET S-10 " tSJtSJj
+ 01'TIONS: (continued) PIT � vrsg lIv
(14) 8014. Iamg cab model, with ❑liaimmn i22.5" and masirmnn 131.0" wheelbase.
S ?lr
r Miuilminl46(H)lbs. GVWR, I'ltetoryeertil'icd; minimum 1450Ibs.
payload. State GvIII and payload capacity.
kK <
(N(Yl'E71) USER N(YP AVAILABLE WITH OPTIONS 8004 or
8(H)7.)
GVWII 40L)# YAYI OAD: 1451N#
a
ORDERC'ODI+: (S10(i53KaD PRICE 1.7720► '
(15) 8016. 11011 bar. Must be mauull'acturod by aI recognized Iminul'achu'er oI' roll bans, be
installed with minilluun 7/16" SAE Grade is bolts, amd nnlst be secured in�`I v two places on each side. Stilte manufacturer and model no. bid.MAN'UIPMMUllER: STMILMil bIODEL NO.: R352S('
+ 6'" ORDh]R CODE S'rI+,BEING
PRICE 245.1H)
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9902. RI stproofing ill a ern liance with spec, ' . tions SDIM3 a u 411PAl-1. ,.
f
(11) 9964. Alamlfaetllr•er•'sI+Wvfldvd Vellrele Warrnit),(beyelld Ma rill fncturer's Standard
Vehicle \VarrautJ')• Warranty shall br I'or a period of 5 yea.rs or 751
IIIIhS VVhlehl'1'PI'OCPIIIti fllsf.
� SI'PSI I GIrI(,:11I0i b,V�VS�'S, 1
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ORDER CODE ('USTt)DI CARP 5ri5 PRICE 575.00
y.
9905. Manul'achlrei's E.xtendlvl Vehicle Warranty(beyond Manufacturer's Stamdar(I
Vehicle Warranty). Warranty shall be for a period of G ye;ns or 100,(00
ey
miles whichever occurs 1'iist. SEE SPECIFICATION EVW 6/100.
ORDI]R CODE CIJS'POM CARE 6/1M PRICE 1.2850)
09) 9906. Class II receiver hitch 3500 lbs. capacity, installed, with ;ulapter, pin, clip and 2,,
t
diameter ball. F;wtory or de;filer instarll(-,d.
ORDER CODE IYI'2 PRICE 225.00
(NO'FE TO USER: TIIE IID STEP BUMPER IIAS TIE SAME r�
DEAD WEIGIIT CAPACITY AS THE4 CLASS 11 I YXII. THIS M
IIITCII IS NOT REQUIRED F011 NORMAL'1'0\VIN'G. TIIIS IHTCII
SIIOULD BE PURCIIASED ONLY WIN TOWING {
APPLICATIONS REQUIRE SEVERAL DIP FE RENT SIZES OF
IN'1`L+'IICIIANGEABLE BALL MOUNTS IN ORDER'1'0 iVIEET
I
YOUR NEED.)
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(2o)5009. Passenger side air hag.
y t,
ORDER CODE N/A PRICE N/A
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CITY OF DANIA
Utilities and Public Works Dept.
d
XS �J
DATE: Jul 11 t'
Y 1996 r„
TO: l+kT
r Michael Smith, City Manager
FROM Leo Williams, Superintendent, of Utilities/Public Work )
4
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SUBJECT: Street Resurfacing rsw
The following are m r `
able 'in this y suggested pads for resurfacing using
funds avail t �?
years budget . I believe we can de the rt�,
majority of these for around $60, 000 . 00 to $70, 000. 00 piggy
backing off of Broward Ccunty' s contract ,jith Community asphalt . ;
We could start these as soon as possible and add on as funds
w 1 1� become available from capital improvement _rs
budget . These cover funds and ne.a years
r . , all areas of
r of re air. our City and are badly in need
1 . SE 5`n Ave. from SE 7`' St . to SE 141n St .
r r
. j 2 . SE 7=a St . from SE 9`n Ave . to SE 5` ' Ave. a ` `
SE 3�a Ave. from Dania Beach Blvd. to SE 3rd St ,
4 . SE 2 Ave. from Dania Beach Blvd, to SE 2nd St ,
r 5 . SW 5`n St . from SW 2 cn
nd Ave . to SW 4 Ave,6 . SW 4r" St . from SW 2nd Ave . to SW 4`n Ave. r + �`
s„
7 , NE lsr Ave. from Dania Beach Blvd, to NE is` St .
8 . NE 2"d Ave. from Dania Beach Blvd. to ^7E 1 St .
9
9 NE 7°h Ave. from NE 2nd St . to NE 3`d St .
i+ 10 . NW 6`n Ave. from NW 2nd St . t0 NW 3`d Jt .
11 . SW 29`n Terr. from Griffith North to SW 45`h East
ry
d
approximately 150' and
12 . SW 28`n Terr, from SW 45`n St . North to e
nd
13 . SW 26 Terr. from SW 32"d St . to SW 36`n St . k
19 . SW 25`n Terr, from SW #4485 to 4907 ,
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THE FOLLOWING LIST OF SREETS REQUIURE RESURFACING. . . . .
SL ? `9
1/. SE 2ND AVE. FROM D�"B. TO SE 7TH ST.
f• SE 3RD AVE. FROM D.10.B. TO SE 4TH ST.
3 • SE 11 TH TERR. FROM SE 2ND AVE, TO SE 5TH AVE.
r.
4. SE 10 TH TERR. FROM FED HWY TO SE 2ND AVE.
y"* Y SE 5TH AVE FROM 14TH ST TO 7711 ST, (POSSIBLE COUNTY HELP)
< a
i NE 1ST AVE FROM D.*.B, TO NE 1ST ST
7. NE 1ST CT. FROM D.B.B. TO NE 1ST ST
ar
NE 2ND AVE FROM D.B.B. TO NE 1ST ST
h 9. ' NE 5TH AVE FROM NE 2ND ST TO NE 3RD ST k'1 Yt
10. GULFSSTREAM RD FROM D.B.B. TO NE 3RD ST +`
+ / S
11. NW 7TH AVE FROM NW 2ST TO NW 3RD ST
NW 6TH AVE FROM NW 2ST TO NW 3RD ST '
Y�r y Y
SW 26TH TERR FROM SW 32ND ST TO SW 36TH ST
t
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�. SW 25TH TERR FROM 4485 TO 4407SW 28TH TERR FROM SW 45TH ST N. TO END 9.
wr�4
SW 2FEETTERR FROM GRIFFITH N. TP SW 45TH ST AND, THEN EAST APPROX. ; kf
a
17. SW 27TH TERR FROM GRIFFITH RD TO SE 52CD ST '
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4.1
� { �#, �✓'+;� 18. SW 52CD ST FROM SW 27711 TERR TO MELI PARK ENTRANCE ,
ti
° A. ALLEY BETWEEN SW 9TH ST AND CEMETERY
B. ALLEY BEHIND BAERS FURNITURE
C WE CAN HAVE THIS WORK DONE BY COMMUNITY ASPHALT BY PIGGYBACKING
OFF THEIR CURRENT CONTRACT WITH BROWARD COUNTY. THE COST FOR A GOOD
t ,y�
` 1a1/2' ' OVERLAY SHOULD BE IN THE $125, 000 TO S150,000, RANGE AND
". WE CAN GET A CLOSER ESTIMATE FROM BARRY AND CALVIN OR. PERHAPS COMMUNITY
'ASPHALT SHOULD YOU WISH TO PROCEED.
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MAY-17-1996 14:53 FROM CITY OF DANIA TO 19042244073 P.01
Post-It"brand fax transmittal memo 7671 of
pQaye/e�
Fro fig/dH�.e�
co. s Co.
Dept. P ep I10 ee
Fax d
CITY OF DANIA
Utilities and Public Works Dept.
' MEMORANDUM
DATE: May 16, 1996
R TO: Marie Jabalee, City Clerk / Finance Director
FROM: Leo Williams, Utilities/ Public Works Superintendent��
SUBJECT: Drainage Coats 1995-96 Fiscal Year to DateAS�
'a !�y
The following is a list of costs incurred this budget year
for repairs and maintenance of the City' s Storm Drain System,
IT
U.S. Precast - Catch Basins and Grates $ 14, 500. 00
F ,
A D S - Pipe and Fittings $ 38, 000. 00
Weekly Asphalt $ 6, 000. 00
John' s Patio
Road Rock $ 3, 000. 00
Labor cost " 1
Vac Operator i'
' $ 33, 512. 00
Maintenance of Vac Truck $ 5, 825. 00
1 , a Total $1_55, 837 , 00 $rts
In addition to material costs we have had our 3 man road"
repair crew working at least 75W of their time on these projects
` ;y}F� ', and various other Utility and Public Works employees have all fix ,
ii been involved. We also assume any operational costs associated x'
with our Vac truck are 90% Storm Drain related as well as 50% of t
our operators time, i .e. salary. The Vac Truck was '
September of 1994 at a cost of $149, 899. 00. Purchased in
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TOTAL P.01
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1' City of Dania Drainage Study
XEGUTIVE SUMMARY
r
I,. A study of the City of Dania Drainage system was conducted to address some of the
flooding problems which the city is currently experiencing. The city was divided into
:• drainage basins and each was analyzed to determine the level of service. The study
indicated that all basins except one meet the 10 year - 1 day and 100 year - 3 day level
r' of service. An operation and maintenance plan was suggested for Basins One, Two, f a
Three and Four which meet the 10 year - 1 day and 100 year - 3 day level of service.
r ` The one basin which did not meet this level of service was Basin Five. Basin Five
extends east from the F.E.C. railroad track to West Lake and from Sheridan Street
north to the Dania Cut-off Canal. Basin Five was analyzed as three sub-basins. Sub-
Basin a, b and c make up Basin Five. Several individual Capital Improvement options j
? are presented for Sub-Basin 5b which allow the city the flexibility to implement all or j
part of the improvements depending on the availability of funds in a fiscal year. The
fundamental concept of the proposed improvements is to create trunk lines of sufficient
rsize to rapidly convey stormwater from the residential and commercial zones to lake +
}, systems and ultimately pump the water to a swale which will allow the water to overflow
to the West Lake area. The proposed improvements were developed based on the
> ' premise of dividing Sub-Basin 5b into a northern and southern drainage area as well as
i removing the drainage surcharge to the existing system contributed by Federal
Highway. The city has the option of implementing all the proposed Capital
( l Improvements and ensure that Sub-Basin 5b meets the 10 year - 1 day and 100 year -
I -'r 3 day level of service or implement individual improvements and provide drainage relief
for individual sections of Sub-Basin 5b. The cost of the proposed capital improvement
options range from $160,000.00 to $660,000.00.
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t+ % B&C Project No 96-1507
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City of Dania Drainage Study
TABLE OF •
EXECUTIVESUMMARY....................................................................................................... i
pp ' TABLE OF CONTENTS ........................................................................................................ii
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LISTOF APPENDIXES........................................................................................................
I 1
LISTOF TABLES .............................................................. ..................................................iv
LISTOF FIGURES............................................................................................................... v ,.
v ,
a f
1. INTRODUCTION ............................................................................................................. 1 r :_
2. METHODOLOGY ............................................................................................................ 4 I
}
2.1. GENERAL APPROACH............................................................................................. 4
2.1.1. Data Collection....................................................................................................4
{
( 2.1.2. Engineering Analysis........................................................................................... 6
tt 2.1.3. Capital Improvements ......................................................................................... 7
,Y. ( 2.2. ASSUMPTIONS.........................................................................................................7
3. BASIN RESULTS .......................................................................................................... 14
3.1 BASIN ONE ............................................................................................................. 14 h
1
3.2 BASIN TWO............................................................................................................. 14 r
3.3 BASIN THREE...................................................................................... ...... 16 ,`
` 3.4 BASIN FOUR........................................................................................................... 16
l3.5 BASIN FIVE............................................................................................................. 16 :.
. 4. BASIN IMPROVEMENTS.............................................................................................. 19
4.1. MAINTENANCE AND OPERATION PLAN.............................................................. 19
.,j
4.2. CAPITAL IMPROVEMENTS.................................................................................... 20
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/su }c B&C Project No 96-1507 '
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City of Dania Drainage Study
APPENDIX A : AREA BREAK DOWN................................................................................ 35
� APPENDIX B : ENGINEERING COST ESTIMATE............................................................ 40 i
APPENDIX C : STORM SEWER DESIGN......................................................................... 52
APPENDIX D : 10 YEAR - 1 DAY SFWMD ROUTING....................................................... 74'. {.
APPENDIX E : 25 YEAR - 3 DAY SFWMD ROUTING....................................................... 83
APPENDIX F : 100 YEAR - 3 DAY SFWMD ROUTING..................................................... 94 '
APPENDIX G : BROWARD COUNTY DRAINAGE MAPS............................................... 105
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trKw�rm/s,wS • ini. July 15, 1996
B&C Project No 96-1507
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City of Dania Drainage Study
APPENDIX A : AREA BREAK DOWN................................................................................ 35
APPENDIX B : ENGINEERING COST ESTIMATE............................................................ 40
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APPENDIX C : STORM SEWER DESIGN ............................................................. ......... 52 � 1
APPENDIX D : 10 YEAR - 1 DAY SFWMD ROUTING....................................................... 74
APPENDIX E : 25 YEAR - 3 DAY SFWMD ROUTING.....................................•.•..•....••....•• 63
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APPENDIX F : 100 YEAR - 3 DAY SFWMD ROUTING...........................
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City of Dania Drainage Study
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LIST
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FIGURE 1 : CITY LIMITS & BASIN BOUNDARY................................................................. 3
a FIGURE 2 : BASIN ONE BOUNDARY ................................................................................. 9
FIGURE 3 : BASIN TWO BOUNDARY............................................................................... 10
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FIGURE 4 : BASINS THREE & FOUR BOUNDARIES....................................................... 11
^ FIGURE 5 : BASIN FIVE BOUNDARY....................................................................
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' FIGURE 6 : BASIN SIX BOUNDARY................................................................................. 13
FIGURE 7 : BASIN 5b, PROPOSED FEDERAL HIGHWAY TRUNK LINE ........................ 25
FIGURE 8 : BASIN 5b, PROPOSED 5b-3 TRUNK LINE .................................................. 26 I r rx
FIGURE 9 : BASIN 5b, PROPOSED 5b-4 TRUNK LINE .
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FIGURE 10 : BASIN 5b, PROPOSED 5b-5 TRUNK LINE ................................................. 28
rb �z FIGURE 11 : BASIN 5b, PROPOSED 5b-6 TRUNK LINE ................................................. 29 r
FIGURE 12 : BASIN 5b, PROPOSED 5b-7 TRUNK LINE ................................................. 30
FIGURE 13 : BASIN 5b, PROPOSED 5b-8 TRUNK LINE ................................................. 31
FIGURE 14 : BASIN 5b, PROPOSED 5b-9 TRUNK LINE .............. .................................. 32
FIGURE 15 : BASIN 5b, PROPOSED 5b-10 TRUNK LINE ............................................... 33
I FIGURE 16 : BASIN 5b, PROPOSED OUTFALL IMPROVEMENTS................................. 34 {
FIGURE 17 : 1 - DAY RAINFALL 10 YEAR RETURN PERIOD....................................... 107
FIGURE 18 : 1 - DAY RAINFALL 25 YEAR RETURN PERIOD....................................... 108
FIGURE 19 : 1 - DAY RAINFALL 100 YEAR RETURN PERIOD..................................... 109
FIGURE 20 : AVERAGE DRY SEASON WATER LEVELS.............................................. 110
;! I FIGURE 21 : AVERAGE WET SEASON WATER LEVELS ............................................. 111
FIGURE 22 : 10 YEAR FLOOD ELEVATION MAP.......................................................... 112
f I FIGURE 23 : REVISED 100 YEAR FLOOD ELEVATION MAP ....................................... 113
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r ;INTRODUCTION
City of Dania is one of the oldest municipalities in Broward County. As indicated in
Figure 1, the city is located on the Intracostal Waterway, and encompasses
approximately six (6) square miles. The city extends from the Dania Cut-off Canal ,
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south to Sheridan Street east of Federal Highway and Stirling Road, SW 33'd Court and , 1
Griffin Road west of Federal Highway. The city also stretches west from West lake to 1 '
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SW 12'" Avenue south of Stirling Road and as far as SW 351h Avenue north of Stirling
Road. The City also owns approximately one half square mile north of SW 36'h Street t
to State Road 84 and ninety-five (95) acres north of Dania Cut-off Canal to Griffin Road. f {
1 I
The City of Dania is a noncontiguous city consisting of a mixture of old neighborhoods + i
and new developments. Several major highways and arterial roads as well as F.E.C.
and S.C.L. railroad tracks and two Primary South Florida Water Management District Y V
+ ' (SFWMD) canals traverse the city as reflected in Figure 1. J
Due to the existing topography, the city is divided into six major basins as shown in
Figure 1:
1. Basin One is the most northern area discontinuous from to the rest of the '
city.
+ ` 2. Basin Two consist of all areas west of Interstate 95.
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3. Basin Three is the area between the Dania Cut-off Canal and Griffin Road
except for the Mobil Home Park.
4. Basin Four extends west from the FEC railroad track to interstate 95.
5. Basin Five extends east from the FEC railroad track to West Lake and
' ; > from Sheridan Street north to the Dania Cut-off Canal.
6. Basin Six is located north of the Dania Cut-off Canal and west of the
Hollywood-Ft. Lauderdale International Airport.
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City of Dania Drainage Study 2
The City of Dania has an undersized drainage system and lacks retention areas to
1 store excess stormwater. The areas closest to the Dania Cut-off Canal and SFWMD C-
10 tend to have minimal flooding due to available discharge capacity. Basins One and
Three, shown in Figures 2 and 4, are relatively flood free and with regular maintenance
of the drainage system should continue to drain adequately. Basins Two and Four,
shown in Figures 3 and 4, have some areas of flooding but can be corrected by
1 upgrading the existing systems and adding new systems in areas with no drainage
facilities. Basin Five, shown in Figure 5, is most impacted by storm events due to its
very low elevations. There are a great deal of drainage facilities within this basin but the {r
1 system can not discharge fast enough to meet the 10 year or 100 year flood stages.
The improvements in this basin must concentrate on additional storage and faster j
}
1 discharge to minimize flooding. Basin Six, shown in Figure 6, consists of some
C industrial sites along the Dania Cut-off Canal. The remainder of the basin is I ;
1 undeveloped and therefore will not be dealt with in this report.
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LEGEND:
s` -- - - -- CITY BOUNDARY n
BASIN BOUNDARY
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BASIN No. AREA AC.
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2 OAM D E SURVEYORS PLANNERS
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1 City of Dania Drainage Study 5
• Define the study area and identify the basin limits
The study area was defined as the area encompassed by the limits for the City of Dania
shown in Figure 1. The study area was further broken down to identify drainage basins
that are bermed by existing roads, railroad tracks, canals and any other natural or
manmade barriers. The topography of the city creates six major drainage basins,
Figures 2 through 6.
Basin One: Located north of the main body of the City of Dania, it saddles 7,
Interstate 595 and is bounded to the north by State Road 84, to the
I , south by Collins Road (SW 36" Street), to the east by the S.C.L. �
railroad track and to the west by SW 29`h Avenue.
II I
Basin Two: Consists of all areas of the city located west on Interstate 95.
• i ' Basin Three: Consists of the area north and east of the Dania Cut-off Canal, south ,
of Griffin Road and west of the F.E.C. railroad road track, except the
Mobil Home Park.
r ( ' Basin Four: Extends south from the Dania Cut-off Canal to Stirling Road and t
Sheridan Street. It is Bounded to the west by Interstate 95 and to the
R east by the F.E.C. railroad track.
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} Basin Five: Located east of the F.E.C. railroad tracks extending to West lake. It is
y ' also bounded to the north by the Dania Cut-off Canal and to the south
by Sheridan Street.
Basin Six: Located north of the Dania Cut-off Canal and west of the Hollywood-
Ft. Lauderdale Airport.
• Identify and Locate the existing facilities J
Preliminary information regarding the facilities for the City of Dania was identified
through investigation of aerial surveys, permits, as-builts from local and state agencies
and detailed survey information available in-house. Some field investigation and
verification was also performed to obtain additional information.
• Characteristics of the study area
The City of Dania consist of mainly residential neighborhoods with pockets of industrial
and office park sites along the Dania Cut-off Canal and Interstates 95 and 595. All the
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City of Dania Drainage Study g
commercial sites are located along the corridor of the main roads, such as Federal
Highway and Griffin Road. The city has little undeveloped land available.
The drainage facilities for the city are in general undersized, there are some lakes
within the city limits but not enough to provide storage for excess stormwater. The
storm sewer system consist of mostly 12" to 24" pipes which can not provide enough
K^ conveyance to avoid flooding. As a result of very low grades throughout the eastern
region of the city, even smaller storms contribute to the ponding of rain water on streets
and yards. x
2.1.2. Engineering Analysis
The engineering analysis phase consists of assembling the gathered information from i
i the previous phase and performing calculations to obtain flood stages and conveyance
capacities for the existing system, as well as propose improvements.
1 . Compile drainage basin data ;
The information gathered from as-builts, permits and surveys are translated into data r
1 such as total pervious area, impervious area, roof area, water management area, runoff
coefficient, time of concentration and friction factors. This information is then used in
computer models for routing and hydraulic calculations and for analyzing the u
_ performance of the drainage system in each basin.
i
1 . Identify problem areas
The problem areas are identified using the results obtained from hydraulic calculations
1 and routing. Information such as flood stages, allowable discharge and capacity of the
existing storm sewer is compared to minimum standards set by local and state J
I n. agencies.
tDefine level of service
Based on the results of the calculations, a level of service is assigned to each basin.
All areas within a basin must achieve the same level of service. Generally, the basins
within the City of Dania can meet the 10 year - 1 day stage for the minimum road crown
elevation and the 100 year - 3 day stage for the minimum finished floor elevation.
t Basins which can not meet the above standards, even with proposed capital
improvements, will have a lower level of service.
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City of Dania Drainage Study 7
1 2.1.3. Capital Improvements
The Capital Improvements proposed for each basin are designed to maximize the
existing system and to interact efficiently with the improvements.
Define required improvements
Once a level of service is assigned to a basin, a number of scenarios are designed to
allow that level of service to be met. Each scenario is then scrutinized for feasibility and
constructability. The best options for each basin are then chosen to create a
comprehensive drainage plan for the City of Dania.
I
• Create schedule of improvements
To allow the City of Dania a flexible schedule to implement the proposed Capital I ,
Improvements, the recommended options in each basin have been broken down into
individual components. The city can choose to complete part or all of the drainage
improvements in a particular basin depending on the availability of funds in a fiscal
year.
• Prepare engineering cost estimate
An engineering cost estimate is prepared for each component, addressing the Capital
Improvements only. Some of the work required to complete each component connects
1 the existing system to the proposed trunk lines. These connections are not included in
the cost estimates.
2.2. ASSUMPTIONS
The following assumptions were used to prepare this report for the City of Dania:
1 • Water Level Elevations (NGVD)
1. Wet Season Water Table 2.0 feet
2. Receiving Tailwater Elevation 2.0 feet
Herr�/flcelvinlnc July 15, 1996
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City of Dania Drainage Study 8
• Rainfall Amounts
1. 10 Year - 1 Day (Road Design) 9.5 inches/day
t 2. 25 Year- 3 Day (Design Storm) 11.0 inches/day
3. 100 Year- 3 Day (Minimum Floor) 15.0 inches/day
y,� ,: • Pervious - Impervious ratio
4 Table 1 list all pervious - impervious assumptions
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TABLE I : PERVIOUS - IMPERVIOUS RATIO
TYPE. * • • RV
Residential 1 DU/AC •20 10 • 10 80 i
Residential 2 DU/AC 25 10 15 75
Residential 3 DU/AC 30 10 20 70
Residential 4 DU/AC 38 13 25 62
- Residential 8 DU/AC 65 25 40 35
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Residential condo. 70 50 20 30 •'
Commercial 85 35 50 15
" Industrial 72 57 15 28 1
School
60 30 30 40
Road 85 0 85 15
Park 15 10 5 85
Open (not developed) 0 0 0 100
Lake 100 0 100 p r
+ Total Impervious = Building Pad + Other Impervious
Other Impervious includes Driveways, porches, ...
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City of Dania Drainage Study 15
1
the Dania Cut-Off Canal. The equivalent culvert is representative of all outfalls to the
Dania Cut-off Canal. The 10 year and the 100 year flood elevations for Basin Two are
5.5 feet NGVD and 7.0 feet NGVD, respectively. As indicated in Table 2, Basin Two
meets the current 10 year - 1 day and the 100 year - 3 day storm level of service.
N Routing Calculations for Basin Two can be referenced in Appendix A, B and C.
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TABLE 2 : BASIN MAXIMUM STAGE
STORWEVEN
NUMBER. DEVICE DISCHARGE STAGE'
,A 1 0.00 5.66
2 60" Culvert 92.86 5.27
10 YEAR 3 24" Culvert 24.25 5.35
4 48"Culvert 79.60 5.43
H- 1 DAY 5a 48" Culvert 69.85 5.14 '
f y+ 5b 1-31.2 cfs Pump 31.20 5.23 '. {
{ E Sc 0.00 5.81
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1 0.00 6.44
2 60"Culvert 121.99 5.93
i 9 25 YEAR 3 24" Culvert 25.61 5.73
q 4 48"Culvert 99.91 5.99
I , ;' 3 DAY 5a 48" Culvert 84.30 5.56
? 5b 1-31.2 cfs Pump 31.20 5.94
5c 0.00 6.65
1 0.00 7.07
2 60"Culvert 149.88 6.51
!° 100 YEAR 3 24" Culvert 27.29 6.24
4 48" Culvert 121.29 6.54
3 DAY 5a 48"Culvert 103.55 6.09
5b 1-31.2 cfs Pump 31.20 6.55
5c 0.00 7.34
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City of Dania Drainage Study
16
' 3.3 BASIN THREE
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Of all the basins analyzed, the smallest is Basin Three. The acreage enveloped by the
basin is 92.04 acres. Basin Three is composed of 25% building pads, 8% roads and
parking, 14% miscellaneous impervious and 53% pervious land. Table 2 mirrors results
E= r which are based on discharging excess stormwater via an equivalent 24 inch culvert to
,. the Dania Cut-Off Canal. The 10 year and the 100 year flood elevations for Basin Three
r
are 5.0 feet NGVD and 7.0 feet NGVD, respectively. As indicated in Table 2, Basin
® Three slightly exceeds the current 10 year - 1 day storm level of service. Basin Three
meets the 100 year - 3 day storm level of service. Routing Calculations for Basin Three
A can be referenced in Appendix A, B and C.
I
t '- N 3.4 BASIN FOUR I ,
Basin Four is 694.69 acres in size. The basin can be described as having 22% building 1
? pads, 11% roads and parking, 17% miscellaneous impervious, 3% lakes and 47%
pervious land. Available information indicates an average ground elevation of 5.0 feet
NGVD and average wet season water table elevation of 2.0 feet NGVD. Results
y; presented in Table 2 are based on discharging excess stormwater via an equivalent 48
inch culvert to the Dania Cut-Off Canal. The 10 year and the 100 year flood elevations
for Basin Four are 5.5 feet NGVD and 7.0 feet NGVD, respectively. As indicated in
Table 2, Basin Four meets the current 10 year - 1 day and the 100 year - 3 day storm 1. ;
level of service. Routing Calculations for Basin Four can be referenced in Appendix A, ,.
� ,. B and C.
r
3.5 BASIN FIVE
i Basin Five consists of 977.38 acres. Because of the many state roads and arterial
roads which traverse this basin, it was analyzed as three separate Sub-basins. The
boundaries of Sub-basin 5a, 5b and 5c were selected based on existing topography, as
indicated in Figure 5.
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City of Dania Drainage Study 17
i
Sub-Basin 5a encompasses 261.99 acres. The sub-basin make up is 28% building
pads, 4% roads and parking, 25% miscellaneous impervious, 0.6% lakes and 42%
pervious land. Available information indicates an average ground elevation of 4.75 feet
NGVD and average wet season water table elevation of 2.0 feet NGVD. The stages
,- presented in Table 2 are based on discharging excess stormwater to the Dania Cut-Off
Canal via an equivalent 48 inch culvert. The 10 year and the 100 year flood elevations,
for Sub-Basin 5a are 5.0 feet NGVD and 6.0 feet NGVD, respectively. As indicated in k �
Table 2, Sub-Basin 5a does not meet the current 10 year 1 day and 100 year 3 day
' storm level of service. Routing Calculations for Sub-basin 5a can be referenced in
Appendix A, B and C.
I
Sub-Basin 5b contains 425.39 acres. This sub-basin is composed of 26% building
pads, 3% roads and parking, 23% miscellaneous impervious, 4% lakes and 44% t '
' pervious land. Available information indicates an average ground elevation of 4.75 feet
NGVD and average wet season water table elevation of 2.0 feet NGVD. Stages in
Table 2 were computed by allowing excess stormwater to be discharged to the West `
Lake area via an existing 31.2 cfs drainage pump. The 10 year and the 100 year flood
t elevations for Sub-Basin 5b are 5.0 feet NGVD and 6.0 feet NGVD, respectively. As
indicated in Table 2, Sub-Basin 5b does not meet the current 10 year - 1 day and 100
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year - 3 day storm level of service. Routing Calculations for Sub-basin 5b can be
referenced in Appendix A, B and C. -;
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i Sub-Basin 5c is composed of 290 acres. The composition of this sub-basin is 31%
i building pads, 7% roads and parking, 20% miscellaneous impervious and 42%
impervious land. Available information indicates an average ground elevation of 4.75
r
feet NGVD and average wet season water table elevation of 2.0 feet NGVD. Basin 5c
j is bounded on the west side by the FEC Rail Road tracks and on the east by Federal
Highway. These two topographic features act as natural dikes hindering drainage in
this portion of Basin 5. In order to reflect this condition, the results in Table 2 are based
on complete on-site stormwater retention. The 10 year and the 100 year flood
elevations for Sub-Basin 5c are 5.0 feet NGVD and 6.0 feet NGVD, respectively. As
indicated in Table 2, Sub-Basin 5c does not meet the current 10 year - 1 day and 100
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City of Dania Drainage Study 18
year - 3 day storm level of service. Routing Calculations for Sub-basin 5c can be
referenced in Appendix A, B and C.
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City of Dania Drainage Study 19
41. BASIN IMPROVEMENTS
4.1. MAINTENANCE AND OPERATION PLAN
The engineering analysis indicates that Basins One, Two, Three and Four meet the 10 j
' year 1 - day and the 100 year - 3 day level of service. As a result, no capital @ J
improvements are recommended. It is important to understand that although these
basins meet the 10 year - 1 day and the 100 year - 3 day level of service, some 1
t
localized flooding will occur. Localized flooding among other reasons is the result of
isolated areas having lower site elevations than the average ground elevation in the
' basin. It is recommended that the existing operation and maintenance program
� adopted by the City of Dania be implemented to address localized problem areas. In t
�t' addition, it is also recommended that '{ the City in conjunction with Berry & Calvin develop y
a Facilities Upgrade Plan (FLIP). The FLIP will be used to identify and target isolated
s i problem areas in order to implement tailor made cost effective solutions and ensure that
„y areas with critical problems are addressed first. In addition, the FLIP will ensure that
F any upgrade to the existing system is carried out in a logical fashion and is properly
recorded on engineering plans for future record.
'. Sub-basin 5a in Basin Five does not meet the 10 year - 1 day and the 100 year- 3 day .
level of service. However, the stages calculated for this sub-basin by simulating 10
year and 100 year storms are marginally greater than the 10 year and 100 year flood
stages required by Broward County. As a result, through proper maintenance and the
FLIP, Sub-basin 5a can be made to cope with the 10 year - 1 day and the 100 year - 3
day storm events.
11
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City of Dania Drainage Study 20
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4.2. CAPITAL IMPROVEMENTS
As stated in the results section, Sub-basin 5b and 5c do not meet the 10 year - 1 day
i
and 100 year - 3 day level of service. In order to bring these Sub-basins in Basin Five
up to the 10 year - 1 day and 100 year - 3 day level of service, several individual capital
improvement options are recommended. The recommendations proposed are stand
. ' alone components which allow the city the flexibility to implement all or part of the
improvements depending on the availability of funds in a fiscal year. In addition, the ,
city has the option of implementing all of the proposed Capital Improvements or j
implement individual improvements only. f ?,
The Sub-basin 5c drainage system conveys water to the West Lake area through the I
1 '
Federal Highway system and the Sub-basin 5b system. Any improvements to the Sub- t
J basin 5b drainage system will also improve the performance of the drainage system in
f Sub-basin 5c, because the conveyance of stormwater out of Sub-basin 5c will be
greatly improved. As a result, the proposed Capital Improvements are focused on Sub- 1 `
Basin 5b. Il
;.,
The proposed Capital Improvement options are based on the premise of dividing Sub-
basin 5b into a northern and a southern drainage area as well as removing the
,3 surcharge on the 5b drainage system produced by stormwater collected from Federal 4.
Highway and Sub-basin 5c. The following are the recommended capital improvement
options:
kt
Trunk Line 5b-1:
The purpose of this trunk line is to convey stormwater collected from Federal
Highway and Sub-basin 5c directly to West Lake as indicated in Figure 7. This
° line will bypass the existing Sub-basin 5b drainage system and improve the
drainage system of both Sub-basin 5b and 5c. The estimated cost of this option
a is presented in Table 3 and a line item estimate is contained in Appendix B. The
Storm Sewer Calculations can be referenced in Appendix C.
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21
TABLE 3 : BASIN 5b CAPITAL IMPROVEMNT COST
RECOMMEND • ,
COMPONENTS COST ,
Basin 5b-1, Federal Highway Trunk Line $ 354,315.00
Basin 5b-2, Existing Federal Highway Trunk Line $ 0.00
Basin 5b-3, SE 2n0 Avenue Trunk Line(North) $339,399.50
3 Basin 5b-4, SE 3r°Avenue Trunk Line (North) $ 177,491.00 F e I
J Basin 5b-5, SE 4"'Avenue Trunk Line(North) $216,700.25
Basin 5b-6, SE 2n0 Avenue Trunk Line t
Addition North) $221,449.75
Basin 5b-7, SE 2n°Avenue Trunk Line (south) I
$240,677.75
Basin 5b-8, SE 3ftl Avenue Trunk Line(south) $203,366.00
Basin 5b-9, SE 4"'Avenue Trunk Line(south) $215.435.25 ` f
y Basin 5b-10, SE 2ntl Avenue Trunk Line Addition (south) $ 158,751.75 i
Basin 5b-11, Out III Improvements $656,616.30 I
Basin 5b-12, SW 5'"Street Relocation $ 326,995.60
TOTAL $2,895,978.59 '
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Trunk Line 5b-2:
I This is an existing trunk line which currently conveys stormwater from Federal
Highway to the existing lake system as indicated in figure 7. There is no
? associated cost with trunk line 5b-2.
Trunk Line 5b-3, 4 , 5 and 6: '
f,
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These trunk lines indicated in Figures 8, 9, 10 and 11 drain the northern
' t drainage area of Sub-basin 5b. The trunk lines convey Stormwater from
residential and commercial zones to the existing lake system located on SE 2nd
Street and 3rtl Avenue. Each trunk line represents an individual option which the
city may choose to implement. The estimated cost of these options is presented
in Table 3 and a line item estimate is contained in Appendix B. The Storm Sewer
Calculations can be referenced in Appendix C.
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wµ" B&C Project No 96.1507
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City of Dania Drainage Study 22
Trunk Line 5b-7, 8, 9 and 10:
I These trunk lines drain the southern drainage area of Sub-basin 5b as indicated
in Figures 12, 13, 14 and 15. Stormwater from residential and commercial zones
is conveyed by way of these trunk lines to the existing lake system located
' between SE 111" Terrace and 10" Terrace. Each trunk line represents an
individual option which the city may choose to implement. The estimated cost of
l , these options is presented in Table 3 and a line item estimate is contained in
Appendix B. The Storm Sewer Calculations can be referenced in Appendix C.
Proposed Outfall Improvements: �` 1
As indicated in Figure 16 this option consists of upgrading the existing lake
interconnects as well as providing 50 cfs pumps in each lake system. The f 1
proposed pumps will rapidly convey stormwater from the lakes to the West lake
Iarea. Increasing the volume of water which is presently discharged to the West
Lake area will require a permit from the South Florida Water Management
District (SFWMD). It is anticipated that the SFWMD will not permit a point source # ..
discharge and as a result, a spreader swale is proposed. To construct the
spreader swale, SE 5" Avenue will have to be relocated to the west side of the
existing right of way. The estimated cost of these options are presented in Table
3 and a line item estimate is contained in Appendix B. Since the funds to
relocate SE 51" Avenue may be obtained from sources of revenue other than the ,
s. proposed special assessment, the cost is provided separately.
i It is important to understand that increasing the volume of water to the West Lake area
will force the City of Dania to construct the spreader swale and relocate SE 5" Avenue
in order to comply with the SFWMD. It is also important to understand that if any of
options 5b-3, 4, 5, 6, 7, 8, 9 or 10 are implemented, the 50 cfs pumps at each of the
existing lake systems must also be implemented to convey the water out of the lake
j systems to the West Lake area. Table 4 indicates the time which the existing 31.2 cfs
pump must operate to convey stormwater out of Sub-basin 5b to West Lake. Table 4
;'. also compares the operation time of various pumps at each of the existing lake
systems. If one 50 cfs pump is implemented in each lake system, the operation time is
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reduced by 60.25 hours. This implies less time of flooding and ensures Sub-basin 5b
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City of Dania Drainage Study 23
meets the 10 year - 1 day and 100 year -3 day level of service if all the other
components are implemented as indicated in Table 5. While pumps require regular
maintenance, which the city is currently providing for the existing 31.2 cfs pump,
implementing the pumps at each lake system indicated in Figure 16 will allow the city to
properly drain during high tides which is impossible to accomplish using gravity
drainage.
77
TABLE 4 : PUMP FLOW vs. OPERATING TIME l
STORM. NO. TOTAL MAXIMUM. ELEVATION ELEVATIO OPERATING .
1 EVENT OF FLOW STAGE ON. •
I ,
1 31.20` 5.13 4.00 2.00 87.75
2 62.40 4.96 3.56 2.00 44.00
10 YEAR 2 100.00"' 4.85 3.56 2.00 27.50
,i 1 DAY 2 124.80 4.80 3.56 2.00 22.00
2 249.60 4.64 3.56 2.00 12.50
I 2 374.40 4.54 3.56 2.00 4.50
+' 1 31.20` 5.84 4.00 2.00 149.75
I 2 62.40 5.43 3.56 2.00 82.75
25 YEAR 2 100.00"" 5.22 3.56 2.00 58.50
3 DAY 2 124.80 5.06 3.56 2.00 49.75
2 249.60 4.81 3.56 2.00 36.25
2 374.40 4.71 3.56 2.00 32.00
1 31.20` 6.43 4.00 2.00 210.00
2 62.40 6.01 3.56 2.00 110.00
100 YEAR 2 100.00"` 5.62 3.56 2.00 72.75
3 DAY 2 124.80 5.67 3.56 2.00 65.75
f 2 249.60 5.30 3.56 2.00 25.25
2 374.40 5.15 3.56 2.00 16.00
r Flow capacity for the existing pump.
Flow capacity for proposed pumps.
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City of Dania Drainage Study 24
TABLE 5 : BASIN 5b MAXIMUM STAGES
1STORM
EVENT- NUMBER , I)EVICE -DISCHARGE, STAGE
10 YEAR 5b Existing 1 -31.2 cfs Pump 31.20 5.23
5b Excluding Fed. Hwy. 1 - 31.2 cfs Pump 31.20 5.13
1 DAY 5b Excluding Fed. Hwy. 2 - 50.0 cfs Pump 100.00 4.85
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25 YEAR 5b Existing 1 -31.2 cfs Pump 31.20 5.94
1 5b Excluding Fed. Hwy. 1 - 31.2 cfs Pump 31.20 5.84 a
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3 DAY 5b Excluding Fed. Hwy. 2 -50.0 cfs Pump 100.00 5.22
1 100 YEAR 5b Existing 1 -31.2 cfs Pump 31.20 6.55
5b Excluding Fed. Hwy. 1 -31.2 cfs Pump 31.20 6.43
3 DAY 5b Excluding Fed. Hwy. 2 -50.0 cfs Pump 100.00 5.62
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' APPENDIX A : AREA BREAK DOWN
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City of Dania Drainage Study 36
The following Tables list the total area for each Basin as well as the pervious - impervious
ratios.
TABLE 6 : BASIN 1, AREA BREAK DOWN
, BLDG.
• USE • &�
a
is r ,I
TYPE AREA • BLDG. AREA .
Residential 1 DU/AC 0.00 10. 0.00 10
Residential 2 DU/AC 0.00 10 0.00 15 0.00 75 0.00
Residential 3 DU/AC 0.00 10 0.00 20 0.00 70 0.00 : +
Residential DU/AC 2.39 13 0.31 25 0.60 62 1.48 4
Residential 8 DU/AC 0.00 25 0.00 40 0.00 35 0.00 q
Residential condo. 4.21 50 2.11 20 0.84 30 1.26
r
Commercial 67.00 1 35 23.45 50 33.50 15 1 10.05
Industrial 88.32 57 50.34 15 1 13.25 28 24.73
x School 0.00 30 0.00 30 0.00 40 0.00
Road 64.94 85 55.20 0 0.00 15 9.74
Park 0.00 10 0.00 5 0.00 85 0.00
I Open (not developed) 77.63 0 0.00 0 0.00 100 77.63
Lake 22.08 100 22.08 0 0.00 0 0.00
TOTAL 326.57 153.49 48.19 124.89 }; ,
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City of Dania Drainage Study 37
TABLE 7 : BASIN 2, AREA BREAK DOWN
S TOTALLAND USE •
TYPE: AREA
V. AREA BLDG.., AREA PERV. AREA.
Residential 1 DU/AC 0.00 •10• 0.00 10 0.00 80 0.00
e 0.0 10 0.00 15 0.00 75 0.00
Residential 2 DU/AC 0
Residential 3 DU/AC 0.00 10 0.00 20 0.00 70 0.00
Residential 4 DU/AC 263.47 13 34.25 25 65.87 62 163.35
I Residential 8 DU/AC 152.62 25 38.16 40 61.05 35 53.42
Residential condo. 51.69 50 25.85 20 10.34 30 15.51 t j
Commercial 153.88 35 53.86 50 76.94 15 23.08
7
Industrial 137.45 57 78.35 15 20.62 28 38.49
School 0.00 30 0.00 30 1 0.00 40 0.00
Road 58.05 85 49.34 0 0.00 15 8.71 f
Park 53.71 10 5.37 5 2.69 85 45.65
Open (not developed) 166.38 0 0.00 0 0.00 100 166.38
,`. Lake 68.68 100 68.68 0 0.00 0 0.00
TOTAL 1,105.93 353.86 237.51 514.59
1 l:'
TABLE 8 : BASIN 3, AREA BREAK DOWN
r
:LAND USE
R
TOTAL
IMPERV 1 1 BLDG. AREA
AREA
TYPE AREA.
7esidential1 DU/AC 0.00 10 0.00 10 0.00 1 80 0.00 #
Residential 2 DU/AC 0.00 10 0.00 15 0.00 75 0.00 11
Residential 3 DU/AC 0.00 10 0.00 20 OM 70 0.00
Residential 4 DU/AC 74.81 13 9.73 25 18.70 62 46.38 ;
Residential 8 MAC 0.00 25 0.00 40 0.00 1 35 0.00
Residential condo. 0.00 50 0.00 20 0.00 30 0.00
Commercial 8.73 35 3.06 50 4.37 15 1 1.31
Industrial 0.00 57 0.00 1 15 0.00 28 0.00
School 0.00 30 0.00 30 0.00 40 0.00
Road 8.50 85 7.23 0 0.00 15 1.28
Park 0.00 10 0.00 5 0.00 85 0.00
1
Open (not developed) 0.00 0 0.00 0 OM 100 0.00
Lake 0.00 100 0.00 0 0.00 0 0.00
y TOTAL 92.04 20.02 23.07 48.97
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6erry8eglvinm� B&C Project No 96-1507
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City of Dania Drainage Study
39
TABLE 11 : BASIN 5b, AREA BREAK DOWN
'
s' Residential 1 DU/AC 0.00 •10 0.00 10 0.00 80 0.00
Residential 2 DU/AC 0.00 10 0.00 15 0.00 75
Residential 3 DU/AC 0.00 10 0.00
0.00 20 0.00 70 0.00
( Residential 4 DU/AC 139.19 13 18.09 25 34.80 62 86.30
Residential 8 DU/AC 63.75 25 15.94 40 25.50 35 22.31
Residential condo. 83.87 50
41.94 20 16.77 30 25.16
Commercial 50.28 35 17.60 50 25.14 15 7.54
Industrial 0.00 57 0.00 15 0.00 28 0.00
School 23.09 30 6.93 30 6.93 40
Road 9.24
16.45 85 13.98 0 0.00 15 2.47
Park 0.00 10 0.00 5 0.00 85 0.00
0 Lake
een (not developed) 34.00 0 0.00 0 0.00 100 34.00
14.76 100 14.76 0 0.00 0 0.00
TOTAL 425.39 129.24 109,14 187.02 '
}' f
Y i
c TABLE 12 : BASIN 5C, AREA BREAK DOWN
Yi Residential 1 DU/AC 0.00 •10
0.00 10 0.00 80 0.00
( ' Residential 2 DU/AC 0.00 10 0.00 15 0.00 75
Residential 3 DU/AC 0.00 10 0.00
A 0.00 20 0.00 70 0.00
Residential4 DU/AC 140.75 13 18.30 25
35.19 62 87.27
Residential 8 DU/AC 14.50 25 3.63 40 5.80 35
5.08
Residential condo. 3.01 50 1.51 20 0.60 30 0.90
Commercial 94.96 35 33.24 50 47.48 15
Industrial 0.00 57 0.00 15 14.24
0.00 28 0.00
School 0.00 30 0.00 30 h 0.00 40 0.00
24.
Road 29 85 20.65 0 0.00 15 3.64
a Park 5.95 10 0.60 5 0.30 85
Open (not developed) 6.54 0 0.00 0 5.06
0.00 100 6.54
Lake 0.00 100 0.00 0 0.00 0
0.00
TOTAL 290.00 7 '.93
j 89.37 122.73
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City of Dania Drainage Study
40
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APPENDIX B : ENGINEERING COST ESTIMATE
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42
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N TABLE 14 : BASIN 5b-3, SE 2"' AVENUE TRUNK LINE
` I
r r r
QUANTITY UNIT COST
CO
ST
(
EA 9 $ 1400.00 $12,600.00
Inlets EA 0
$ 1250.00 $ 0.00
Pollution Retardant Baffle EA 1 $ 300.00 $ 300.00
Pavement Restoration LF 2600 $ 25.00 $65,000.00
{\ Rip-Rap headwall CY 11 i
i 16" RCP LF 0 $ 24.00 $ 0.00
18" RCP LF 0
24" RCP $28.00 $ 0.00
LF 0 $ 32.00 $ 0.00
r i 30" RCP LF 0
36" RCP $ 38.00 $ 0.00 •,
i LF 600 $ 53.00 $31,800.00 `
42" RCP LF 0
$65.00 $ 0.00
r! 48" RCP LF 600 $ 78.00 $46,800.00
54" RCP
60" RCP LF 950 $ 90.00 $85,500.00
LF 450 $ 110.00
Sub-Total $49,500.00
15% Contingency $295,130.00
f ? F TOTAL $44,269.50 I
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City of Dania Drainage Study
43
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TABLE 15 : BASIN 5b-4, SE 3rd AVENUE TRUNK LINE
UNIT,� QUANTITY UNIT: COST
ITEM
COST
Manholes ? i
EA 7 $ 1400.00 $9,800.00 I ] '
Inlets EA 0 $ 1250.00
Pollution Retardant Baffle EA 1 $ 300.00 $ 300.00
Pavement Restoration LF 1700 $ 25.00 $42,500.00
E
Rip-Rap headwall� Cy 8
15"RCP $ 330.00 $2,640.00
LF 0 $24.00 $ 0.00 r
1 1 18"RCP
f; 24" RCP $28.00
LF 0 $ 0.00 a
LF 0 30" RCP $32.00 $ 0.00
'
' 36"RCP LF 300 $ 38.00 $11,400.00
LF 600 $53.00
42"RCP $31,800.00
y� LF 500 $65.00 $32,500.00
f , 48"RCP LF 300 $ 78.00 $23,400.00
' 54" RCP LF 0
60" RCP $ 90.00 $ 0.00
' LF 0 $ 110.00 $ 0.00
Sub-Total
15% Contingency $154,340.00
TOTAL $23,151.00
$177,491.on
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TABLE 16 : BASIN 5b-5, SE 4`h AVENUE TRUNK LINE
"r ITEM QUANTITY.. UNIT
COST
t COST
f, Inlets EA 7 $ 1400,00
Pollution Retardant Baffle 0 $ 1250.00
J: EA 1 $ 300.00
Pavement Restoration LF 1800
Rip-Rap headwall $ 25.00 $45,000.00
15" RCP CY 9.5 $ 330.00
# 18" RCP LF 0 $ 24.00 $ 0.00
24" RCP 0 $28.00 $ 0.00 I
t 30" RCP LF 0 $ 32.00 $ 0.00
36" RCP LF 0 $ 38.00 $ 0.00
42" RCP LF 600 $ 53.00 $31.800.00
LF $ 65.00
48 RCP 0 $ 0.00
$ 78.00
i LF 800 $62,400.00 54" RCP
60"RCP 400 $ 90.00 $36,000.00
LF 0 $ 110.00 $ 0.00
Sub-Total
15% Contingency $188,435.00
TOTAL $28,265.25
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45
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TABLE 17 : BASIN 5b-6, SE 2nd AVENUE TRUNK LINE ADDITION
ITEM
UNIr
QUANTITY UNIT COST
COST
r .
Manholes EA 9 $ 1400.00 $12,600.00 t'
',. Inlets EA 0 $ 1250.00 $ 0.00
ll Poution Retardant Baffle
" + EA 1 $ 300.00 $ 300.00 r
Pavement Restoration LF 2040 $25.00 $51,000.00
Rip-Rap headwall CY 15" RCP
9.5 $ 330.00 $3,135.00
' 18" RCP LF 0 $ 24.00 $ 0.00
LF 0 $ 28.00 $ 0.00
24" RCP LF 130 $ 32.00 $4,160.00 I
30" RCPLF $ 38.00
X' 36" RCP LF 6080 $25,840.00
1 42" RCP LF 530 $65.00 3
$ 4,450.00
48" RCP LF 160 $ 78.00 $12,480.00
}
:?- 3 54" RCP LF 540 $ 90.00 $48,600.00
60" RCP LF 0
$ 110.00 $ 0.00
Sub-Total $192,565.00
15% Contingency $28,884.75
TOTAL
1 $221,449.75
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City of Dania Drainage Study
46
it.
a TABLE 18 : BASIN 5b-7, SE 2nd AVENUE TRUNK LINE
ITEM
• ut UNIT • OST
t,_..
Manholes EA 7 $ 1400.00
Inlets $9,800.00
EA 0 $ 1250.00 $
t Pollution Retardant Baffle EA 1 $ 300.00 $ 300.00
i, Pavement Restoration LF 1950 $ 25.00 $48,750.00
Rip-Rap headwall CY 9.5 $330.00 $3,135.00lo
15" RCP LF 0
$24.00 $ 0.00 ''
18" RCP LF 0 $28.00 $ 0.00 t
24" RCP LF 0 $ 32.00 $ 0.00
30" RCP LF 0 $ 38.00 $ 0.00
36" RCP
LF 600 $ 53.00 $31,800.00
{ 42" RCP LF 0
48" RCP LF
500 $ 78.00 $39,000.00
54" RCP LF 850 $ 90.00 $76,500.00
`. 60" RCP LF 1 0 1 $ 110.00
i, $ 0.00
Sub-Total
v $209,285.00
¢; 15% Contingency $31,392.75
TOTAL $240,677.75
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B&C Project No 96-1507
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City of Dania Drainage Study
47
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TABLE 19 : BASIN 5b-8, SE 3rd AVENUE TRUNK LINE
ITEW
I' " •
► • >
a
Manholes EA 7 $ 1400.00 $9,800.00
Inlets EA 0 $ 1250.00
Pollution Retardant Baffle $ 0.00
EA 1 $ 300.00 $ 300.00
Pavement Restoration
LF 1950 $ 25.00 $48,750.00
Rip-Rap headwall CY 8. $ 330.00 $2,640.00 15" RCP LF LF 0 $ 24.00 $ 0.00 f
;u 18" RCP LF 0 $28.00
24" RCP $ 0.00 1
LF 0 $ 32.00 $ 0.00
30"RCP
36"RCP LF 300 $ 38.00 $11,400.00
' 42" RCP LF 750 $ 53.00 $31,800.00 1-
f $65.00 $48,750.00
48" RCP $ 78.00 $23,400.00
54"RCP
0
60"RCP LF 0 $ 90.00
$ 110.00 $ 0.00
Sub-Total
15% Contingency $176,840.00
$26,526.00
TOTAL
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City of Dania Drainage Study
-----------------
48
TABLE 20 : BASIN 5b-9, SE 3rtl AVENUE TRUNK LINE
UNITITEM
o ST
Manholes
EA 7
Inlets $ 1400.00 $9,800.00 f
Pollution Retardant Baffle EA 0 $ 1250.00 $ 0.00
EA 1
Pavement Restoration $ 300.00 $300.00
LF 1900 !
Rip-Rap headwall $25.00 $47,500.00 t ;
15" RCP CY 9.5 $330.00 $3,135,00 j(
18" RCP LF 0 $24.00 $ 0.00 t
24" RCP LF 0 $28.00 $ 0.00 t
30"RCP LF 300 $ 32.00 $9,600.00
y 36"RCP LF 0 $ 38.00 $ 0.00 j
t't 42" RCP LF 600 $ 53.00 v
LF $31,800.00
48" RCP 0 $65.00 $ 0.00 =j
54" RCP �� 400 $78.00 $31,200.00
60" RCP 600 $90.00 $54.000.00
LF 0 $ 110.00 r Sub-Total $ 0.00
15% Contingency $187,335.00
`r TOTAL $28,100.25
f ti $215,435.26
s
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City of Dania Drainage Study 49
f,3
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TABLE 21 : BASIN 5b-10, SE 2nd AVENUE TRUNK LINE ADDITION
ITEM
QUANTITY UNIT
co
ST
COST
' Manholes EA
Inlets EA 6 $ 1400.00 $8,400.00 f`
0 $ 1250.00 $ 0.00
Pollution Retardant Baffle EA 1
Pavement Restoration $ 30 .00 $ 300.00
LF 1700 $25.00 $42,500.00 I ;Rip-Rap headwall CY 6.5
15" RCP LF $ 330.00 $2,145.00 '
18" RCP 0 $ 24.00 $ 0.00
$ 28.00 I '
24"RCP LF 0 $ 0.00 I
30" RCP LF 300 $ 32.00 $9,600.00
LF
36"RCP 500 $ 38.00 $19,000.00
4 42" RCP LF 200 $ 53.00 $10,600.00
{ a.
48"RCP 700 $65.00 $45,500.00
,'
a 54"RCP �F 0 $ 78.00 $ 0.00
60" RCP LF 0 $ 90.00 $ 0.00
Sub-Total
0 $ 110.00 $ 0.00
15 0 Contingency $138,045.00
"•> TOTAL $20,706.75
+
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t ' B&C Project No 96-1507
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City of Dania Drainage Study 50
1
4
TABLE 22 : BASIN 5b-11, OUTFALL IMPROVEMENTS
r ,
V
I ouANTITY, UNIT COST
45n COSTI--3--�
Manholes EA 6 $ 1400.00 $8,400.00 1
Inlets EA p
$ 1250.00 $ 0.00
Pollution Retardant Baffle EA 0 $ 300.00 $ 0.00
G
5`
Pavement Restoration LF 4360 $25.00 $109,000.06 r: r
Rip-Rap headwall CY 62 '
15" RCP $ 330.00 $20,460.00
E LF 0 $24.00 $ 0.00 #
18" RCP LF 0 $28.00 $ 0.00 j =,
24" RCP LF 2200 $ 32.00 $70,400.00
30" RCP {
LF 0 $ 38.00 $ 0.00 ;
_= 36" RCP LF 0 $53.00 $ 0.00
42" RCP LF 0 $65.00 $ 0.00 1
t 48" RCP LF 2160 $ 78.00 $168,480.00 "
54" RCP LF 0 $ 90.00 $ 0.00
`I 5, 60" RCP LF 0 $ 110.00 $ 0.00
New Pump EA 2 $50,000.00 $100,000.00
s, Pump Station Shed LS 1 $ 75,000.00 $75.000.00
Revetment SF 10800 $4.00 $43,200.00
j Excavate Spreader Swale CY 652 �
$3.50 $2,282.00 ,
4 Sub-Total
ri $597,222.00 -
1 15% Contingency $89,583.30
{ , TOTAL $686,805.30
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City of Dania Drainage Study 51
iY
TABLE 23 : BASIN 5b-12, SW 511 AVENUE RELOCATION
A5 i
c t
i
} ITEM
UNIT QUANTITY UNIT COST
COST
L y• 'fi
Manholes EA 0 1 $ 1400.001 $ 0.00
' Inlets EA 8 $ 1250.00 $10,000.00
Pollution Retardant Baffle EA 4 $ 300.00 $1,200.00
Pavement Restoration LF 0 $25.00 $ 0.00 j
a Rip-Rap headwall CY 5 $ 330.00 $1,650.00
15" RCP $ 24.00 $ 0.00
LF 0
r 18" RCP LF 240 $ 28.00 $6,720.05
24" RCP LF 0 $ 32.001 $ 0.00
I 30" RCP LF 0 $ 38,001 $ 0.00
36" RCP LF 0 $ 53.001 $ 0.00
42" RCP LF 0 $65.001 $ 0.00
1 : 48" RCP LF 0 $ 78.00 $ 0.00
54" RCP LF 0 $ 90.00 $ 0.00
1 l P
60" RCP IF 0 $ 110.001 $ 0.00
•` Filter Fabric SF 61600 $2.50 $154,000.00
w %P Stabilized Subgrade CY 2280 $ 7.00 $15,960.00
8" Limerock Base SY 8312 $6.50 $54,028.00
' 1 Y"Asphalt SY 7334 $4.00 $2,282.00
4' Sidewalk LF 2200 $ 6.50 $14,300.00
Sub-Total $260,140.00
15% Contingency 1
$39,021.00
TOTAL $299,161.00
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APPENDIX D : 10 YEAR - 1 DAY SFWMD ROUTING
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eat a#114y,, ra 8&C Project No 96-1507
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City of Dania Drainage Study 76
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Company Nemo..............i Berry G Calvin Engineers
q Execution Date............. 07-03-1996
1
Pcogrem Name............... SCSI -- (05106/86)
. j Project Name............... DANIA DRAINAGE STUDY BASIN 2
v ' Engineer's Nam............. LEONA 0 RODRIGUEZ
Project Area............... 1105.93 acres
Ground Storage............: 2.3 inch,,
Termination Discharge...... SO cfa
J. ? Distribution Type.......... 6FMMD
`r Raturn Frequency........... 30 years
Rainfall Dural Ion.......... 1 -day
24-hr Ralnfnll............. 9.5 inch.,
?, Reporting Sequence......... Standnrdired
s Y Weir Information........... Length-Ft Elev.NGVD-Ft Coefficient
�.•. + 5 2 3.13 tY
4 Culvert In[ormetlon.......: Length-Ft Diameter-Ft N-Value
( 50 5 .024 et1 ".kN
s <r Storage Information.......: Component Storage Area Start Elev Ending Slav
. 1 Nome TYPe
6BC68e) (ZOVD-ft) (NGVD-ft) y ,
4 ! Entry No. 1.............. LAKE CCJ -
Entry No. 2.............. l,,,0, ROADS L 49.34 5 9 yy[[a j}pal
Entry No. 3.............. PERVIOUS L 516.50 3.5 ] fnE�> Ny Entry No. 4......... ... IMPERVIOUS L 235.83 3.5 7
' ^ ; Point Stage Storage Discharge
F No. ) (nf
1 22.00 0.00 (00.00
2 2.50 34.34 5.53
3 3.00 68.68 15.65 < 14
1 7 1 4 3.50 103.02 28.75
ly kid 5 4.00 164.16 44.26
t fa,•r ; 6 4.50 278.90 61.86
X ' 7 5.00 447.24 81.32 1� 7 r
14,
8 5.50 670.73 102.47v1
cc 41 9 6.00 950.90 125.20
10 6.50 1287.75 149.39
11 7.00 1681.29 174.97 91{ t%{f
12 7.50 2104.71 201.86
13 8.00 2531.22 230.01
14 B.SO 2960.80 259.35
N 15 9.00 3393.48 286.16
16 9.SO 3827.69 296.20 wrt 'i-°p 1 f •.
t p 17 10.00 4261.91 305.92
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Time fall Runoff Dischge Inflow Val
umo Outflow Olachge Diachge 8tngetM1r
1 BY) (in) (in) (efs) (ef) (af) 7?NJ+9S,
(nf) (cfa) ficf.l (ft)
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 iSG
4.00 0.43 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
8.00 1.30 0.23 143.5 20.6 20.5 0.3 3.1 0.9 2.28 v`
10.00 2.02 0.63 296.3 58.3 57.0 1.3 11.3 6.1 2.79 +
11.00 2.56 1.00 485.7 92.1 89.5 2.6 21.7 15.7 3.23 /
4t 1f wf° f, 11.50 3.03 1.36 811.0 125.0 121.3 3.7 31.3 26.5 3.56
11.75 4.63 2.69 5941.9 247.8 243.3 4.5 47.0 39.1 4.08 C1$2 M^ r • '12.00 6.23 4.13 6417.2 380.4 374.7 5.7 65.7 56.1 4.59
h T (F 12.50 6.93 4.77 1435.8 439.5 430.8 6.7 77.7 73.0 4.91
13.00 7.29 5.11 753.0 470.6 458.6 12.0 81.7 79.9 5.01 v
14.00 7.77 5.56 459.1 512.5 493.7 18.9 85.3 83.6 5.09 ,E
a 16.00 8.36 6.12 301.5 563.9 530.6 33.3 88.9 87.2 5.18
20.00 9.04 6.77 182.1 623.9 560.7 63.2 91.9 90.5 5.25 24.00 9.50 7.21 121.9 664.2 570.4 93.8 92.9 92.4 n
30.00 9.50 7.21 0.0 661.2 525.4 178.8 5,27
88.7 90.8 5.17 1 1, 36.00 9.SO 7.21 0.0 664.2 482.4 181.8 B1.fi 8fi.] 5.08 1 < ^
lti i )� RAJ �✓' 62.00 9.50 7.21 0.0 664.2 441.4 222.8 80.fi 82.] 4.98 ` 7 !»� 48.00 9.50 7.21 0.0 664.2 402.5 261.E 76.2 78.4 4.B] j! 54.00 9.50 7.21 0.0 664.2 365.6 298.3 71.9 74.0 4.76
66.00 9.50 7.21 0.0 664.2 298.4 365.7 67.9 69.9 4.66
72.00 9.50 7.21 0.0 664.2 198.4 365.7 64.1 66.0 4.56
S�Rty G 72.00 9.50 7.21 0.0 664.2 267.6 396.6 60.1 62.2 4.45 78.00 9.50 7.27 0.0 664.2 238.9 425.3 55.7 57.9 4.33
84.00 9.50 7.21 0.0 664.2 212.3 151.9 51.6 53.7 4.21 y
86.75 9.50 7.21 0.0 664.2 200.7 463.4 49.9 50.8 4.16
Maximum Stage >= 5.27 feet ,1' �t iY-ryl
Maximum Discharge - 92.86 cfo kv
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gAV�74k n.uvay. July 15, 1996
B&C Project No 96.1507
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City of Dania Drainage Study
77
Company HMO............... Berry 6 Calvin Engineer.
-� Execution Date............; 07-07-1996
4. k'
Program HMO..............; SCSI -- (05/06/66)
.j Project Nam................ DANIA DRAINAGE STUDY BASIN 3
Engineer's Name............ LEONARDO RODRIGUEZ
Project Area..............1 92.04 acre.
:round Storage......,•,,,,. 2.63 inches
rermination Discharge...... 50 efa
Distribution Type.......... SFW10)
Return Frequency..........1 10 years
Rainfall Duration.....,...; I -day
24-hr Rainfall............. 9.5 is
Reporting Sequence......... StandnrdLaed
\1
p t 7I Wait Information........... Len h-Ft if 4y 4t EI.v.NGVD-Ft Coefficient
t 2 2 3.13
Culvert Information........ Len h-Ft 9t Dlemetar-Pt N-Value t f�
50 2 0.024 d'iJ
1 S Storage Information........ Component Storage Area Start Elev Ending Elev
Entry No. 1 Nase Type (acre.) (NGVD-ft) (NGVO-ft).............t ° s
tra MAJOR ROADS L 7.23 5 9
Entry No. 2.............t PERVIOOS L 48.97 3.5 2
Entry No. 3.............. INPERVIODS ]L 12.78 3.5 7
P"
Point Stage Storage Discharge No. ) If) f
2.00 0.00 ( f O00
! 2 2.50 0.00 2.21 ile 4 r'i
y 3 3.00 0.00 6.26 1 4,
4 3.50 0.00
5 4.00 4.50 2.21 17.71
fY - 6.62 20.97 r d
Y. 7 5.00 19.85 22.98 5�3
8 5.50 35.51 24.82 �.
6.00 56.04 1 Y11 9 26.53 y,6
J1 10 6.50 81.43 28.14
11 7.00 111.68 29.66
f 12 7.50 144.59 4 31.11
k 13
8.00 177.95 3249
14 a SfiYL J t "°
8.50 211.76 .
82
15 9.00 246.02 35.10
16 9.so 2BO.51 36.33
�♦r `i� ) 17 10.00 315.00 37.52 fl °
yy - R E S E R V O I R - Y: a
n Pl.n . 4 Rain Accum. Basin Acrem. Ace=. Instant Average ff
Time fall Runoff Dischg. Inflow Volume Outfl" Dischge Dischge Stage t(hr) (in) (in) (efe) (ef) (If) (af) (cfs) (cfe) (ft) 'w.474
t fta�',C 0.00 0.00 0.00 0.0 0.0 0.0 0.0
1 0.00 0.0 0.0 2.00
4.00 0.43 0.0 0.0 0.0 0.0 0.0 0.0 2.00
8.00 1.30 0.16 10.3 1.4 0.1 1.2 10.3 3.8 3.39 '�t�i �
30.00 2.02 0.54 22.6 4.2 0.9 3.2 13.5 12.0 3,66 '!'."°"
}{� 11,00 2.56 0.88 37.8 6.8 2.3 4.5 t
t 7 < 21.50 3.03 1.22 63.9 9.4 16.9 14.9 3.94 +r
1.2 5.2 18.4 17-8 4.is '
1 v2. 12.75 4.63 2.50 475.4 19.2 13.6 5.6 20.9 19.6 4.49
12.00 6.23 3.91 521.0 30.0 23.9 6.1 1 j11'; 12.50 6.93 4.54 117.4 34.8 27.8 7.0 22.7 21.8 4,94
1 .00 7. 23.8 23.4 5.21
14.00 ].77 ` a
{l_ 4.8] 61.6 77.3 29.3 8.0 24.0 23.9 5.28 f'
77 5.32 37.6 10.8 30.8 10.0 24.2 24.1 5.34
v 16.00 8.36 5.67 24.6 45.0 31.0 34.0 24.3 24.2 5.35
20.00 9.04 6.51 I5.0 49.9 27.9 22.0 23.9 5.25
.1 24.00 9.50 6.94 10.0 53.2 23.4 29.8 23.4 2 24. 5.11
T
r.`la r✓-, / %, I NaxLmum Stage • 5.35 feet
S NaXLmum Discharge a 24.25 DID
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BBC PfojeCt No 96-1507
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City i ty of Dania Drainage Study
! 78
Company Name..............: Berry E Calvin Engineers
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a} Execution Data............. 07-03-1996
Program Name............... SCSI -- (05/06/86)Project Name............... DANIA DRAINAGE STUDY BASIN 4 - J1
Engineer's, Name............ LEONARDO RODRIGUEZ
Project Area............... 694.69 Hares
Ground Storage............. 9.3 inch,,
h
Termination Discharge...... 50 cfs `1
Distribution Type.......... SFNMD
vv
;'. Return Frequency........... 30 years
`. Rainfall Duration.......,,; 1 -day
saw 24-hr Rainfall............. 9.5 inches '
Reporting Sequence........: Standardized
t Yi Weir Information..........: Length-Ft Elev.NGVD-Ft Coefficient
t ,• 4 2 3.13 ,
7 t ..Culvert Information.......: L m
Length-Ft Diameter-Ft N-Value
so 4 .024 k +r)
4 rGid Storage Information.......: Component Storage Area Start Elev Ending Elev )-
V ) Name Type (acres) (NOVD-f[) (NOVD-ft
d F.o Entry No. I.............. E V 23.20 2 1
LAKE f Entry No. 2.............. MAJOR ROADS L 73.22 4 9
Entry No. 3.............t PERVIOUS L 324.07 3.5 7
] : ! Entry No. 4.............t IMPERVIOUS L 119.00 3.5 7
'. Point stage Storage Discharge
+. No. (ft) (af) (cfe)
1 2.00 0.00 0.00
r i 2 2.50 11.60 4.43 r o1 f
J 3 3.00 23.20 12.52 (7iJt n1t C
+' \ 4 3.50 34.80 23.00 qq !
S 4.00 62.25 35.41
6 4.50 323.24 49.49
{ i 7 5.00 219.59 65.06IlJ�f1,44 +}
\11 r 8 5.50 351.31 81.98 w, 'it
" r 9 6.00 518.40 100.16
aY [ ) 10 6.50 720.85 119.52
r 11 7.00 958.67 139.98 ]H r
/ 12 7.50 1216.00 154.67 nl� "
< .3 13 8.00 1476.99 161.55
�S
v
! 4 14 8.50 1741.65 168.14
9 P, 15 9.00 2009.96 174.49
16 9.50 2280.11 180.61 ! !
I 17� .' 30.00 2550.25 186.54 V a
(\} t
6 n
- R E S E R V O I R - - - t \
7 Rain Accum. Basin Ace=. Accum. Inetent Average 4� i
z + Time fall Runoff Diechge Inflow Volume Outflow Dlachga Diachge Stage6�
' (hr) (in) (in) (cfe)I (af) (af) (af tQi✓ ) (cfs� (c Es) (tt) \ M
Y i .53f1� y
i14 .00 . 3 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
r 4 0
,•yy\ .00 .43 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 +
f 0.00 1.30 0.23 90.1 13.0 12.6 0.4 4.5 1.3 2.50 s5v S !
F
S�t 11.00 2.56 2.00 386.1 57.8 34.3 4.4 20.0 11.J JAO
4 11.00 2.56 1.00 305.1 57.8 53.5 4.4 30.0 25.4 3.78 rN< 11.50 3.03 1.36 509.4 78.5 72.8 5.8 36.6 33.4 4.04 kv'
a
11.75 4.63 2.69 3732.4 155.7 149.0 6.6 46.5 41.6 4.40 nah(
7rj 12.00 6.23 4.13 4030.9 238.9 231.2 7.7 60.2 53.4 4.84 kY
12.50 6.93 4.77 901.9 276.1 265.E 10.5 69.8 66.3 5.14
�. 13.00 7.29 5.11 473.0 295.6 282.2 13.4 72.5 71.3 5.22
16.00 8.36 6.12 189.4 354.2 322.0 32.2 70.0 76.7 5.38 r .
20.00 9.04 6.77 114.4 391.9 333.7 58.3 79.6 78.e 5.43
\rf
24.00 9.50 7.21 76.6 417.2 332.6 84.6 79.5 79.5 5.43
30.00 9.50 7.21 0.0 417.2 294.4 122.8 74.7 77.1 5.28
36.00 9.50 7.21 0.0 417.2 258.5 158.7 70.1 72.3 5.15
42.00 9.50 7.21 0.0 417.2 224.9 192.3 65.7 67.9. . .48.00 9.50 7.21 0.0 417.2 193.5 223.7 608 633 5.02
54.00 9.50 7.21 86
0.0 417.2 164.5 252.7 56.2 58.5 4.71
60.00 9.50 7.21 0.0 417.2 137.7 279.5 51.8 54.0 4.58
Y\7l 62.75 9.50 7.21 0.0 417.2 126.2 292.0 50.0 50.9 4.52
.�j. Maximum Stage 5.43 (eat
Maximum Discharge ' 79.60 cis ,l
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City of Dania Drainage Study
79
a
,j •A Company Neme..............: BerrY G Calvin Engineers
' n Execution Data............: 07-03-1996
3ti Program Name..............t SCSI -- (05/06/86)
t
Project Name............... DANIA DRAINAGE DY BASIN Se
ETD
y, 4 Engineer'. Name............ LEONARDO RODRICSTU
UEZ
Project Area............... 261.99 acre.
Ground Storage............: 2.3 inches
Termination Discharge...... 50 cfs
Distribution Type......,... SFWNO
Return Frequency......,...r 30 year.
r; Rainfall Duration.....,.... 1 -day
24-hr Rainfall............r 9.5 inch..
�N Reporting Sequence........: Standardlr.d
� i Weir Information..........: Len th-Ft
E"k 9 Elev.NCVD-Ft coefficient
3.
4 2 3.13
Culvert Information.......: Length-Ft Olamete[-Ft N-Value ,�It, , i?
50
,( Storage Informaticn.......: Component Storage Area Stnr42Elev Ending Elev }
{ Name Entry No. 1, Type (acres) (NGVD-ft) (NGVD-f[)
............1 LAKE V 1.1E 2 wE Yly�
r Entry No. 2.............x MAJOR BOMB L 11.01 8 S r
Entry No. 3.............z PERVIOUS 12 !
t ' ! Entry No. 4 L 109.86 3 7 jj.............. IMPERVIOUS L 65.28 3.25 7 X Point stage ;/ ytiv
1 9 Storage Discharge
No. (Et) (af) (cf.)
1 2.00 0.00 0.00 1 s
z Y ' 2 2.50 0.73 4.43
rl e 3 3.00 1.46 12.52
4' I 4 3.50 6.17 23.00
t ' S 4.00 21.55 35.41
6 4.so 48.15 49.49
85.97o- �p>dsj
t e : 7 5.00 65.0E it
h r 8 5.5D 135.00 81.98
= u t 9 6.00 295.26 100.16
10 6.50 266.73 119.5211
12 7.00 349.42 139.98
x 7.50 437.72 154.67
ra 13 0.00 526.02 161.55 a{+ 2 r
1 31 8.50 614.6E 1 .49 r . r
9
15 .00 701.00 17474.d9
1%. d i? 9.50 794.02 100.61
10.00 884.73 186.54 0 '�•1")'w 18 10.50 976.12 192.28
ui4 qt
19 11.00 3068.21 197.85 F q'
p' .) 20 11.50 1160.98 203.28 +'
21 12.00 1254.44 208.56
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-
- R E S E R V O I R - t1 :Rein Accum, Basin Accum. �
Ti.. T�r
Accum. instant Average >
fall Runoff Olschge Inflow Volume Outflow ti Dlac Dishes Stage
(hr) (in) (in) IcEa) (nf) (ef) (nE) (cfe)fof (cf.) (EC)
H
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
r A 'c 4.00 0.43 0.00 0.0 0.0 0.0 0.0
ay ! 8.00 1.30 0.23 34.0 4.9 3.0 0.0 0.0 2.00
1B-00 1.02 1.9 15.2 5.8 3.13
0.63 70.2 13.8 8.6 5.2 24.4 19.9 3.56 trlaq •r
12.50 2.5E 1.36 192.1 29.6 21.0 6.6 33.3 30.9 3.73
t st f1, I1.75 4.63 1.3E 407.6 29.E 49.3 9.6 33.3 30.9 3.92
s 12.00 6.23 2.69 1407.E SBJ ��-
12.00 6.23 79.] 9.4 12.4 37.9 4.25 4.77 1340.2 90.1 79.] 10.4 56.0 49.2 4.71
12.50 6.93 4.]7 340.1 104.1 91.1 13.0 65.6 62.1 5.02
t 1 r1. 13.00 7.29 5.11 178.4 111.5 95.7 15.8
14.00 7.77 5.56 67.8 66.8 5.08
108.6 121.4 100.0 21.5 69.5 68.8 5.13 r '
z r 1 u r j as 16.00 8.36 6.12 71.4 20.00 173.E 100.E 33.0 69.8 69.8 5.14
9.04 6.77 43.1 147.8 92.2 55.6 67.0 68.5 5.06
r t G Y 30.00 9.50 ].21 20.0 157.3 BO 3 77.1 62.6 64.9 4,92
k+ e f 30.75 9.50 7.21 0.0 157.3 52.1 108.3 49.6 56,7 4.55
.2 /9.0 308.7 49.8 50.5 4.51
1
Ln Maximum stage 5.14 feet
0 NaxSmum Discharge 69.85 ore •'{'
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City of Dania Drainage Study
81
Company Name..............: sorry b Calvin Engineers
! j Execution Bat.............. 07-08-1996
`a +... Progrwm Name............... SCSI -- (05/06/e6)
Pro3.ct Nam................
DANIA DRAINAGE STUDY BASIN 5b EXCLUDING 19.63 ACRE S OF F...... NMY
4 Engineer'. Nam,........
Pro act ••• LEONARDO RODRIGUEZ
Ground 8tOtago............r 2.6 inches
ee
r Termination Discharge.....: 10 cf.
Distribution Type.........,
Return ncy......... 10 years DUr,tlon........ 1 -day
'.` 20-hr Rai
nfall............. 9,5 lnchce ,
Reporting Sequence......... Standardised
Pump Pump On PUoP Off Pump Rate
No. Elevation Elevation Discharge
1 12�A
(ft) (ft) (Cfs)
I r 1 4.002.00 31.20
^4f
Storage informatton.......: Component Storage Area Start Elev EndingElov ��f Name Type (acre,
t t .: Entry No. 1.............: LAKE V 14.76 ) (NCVD-ft) (NGVD-ft)
Entry No. 2.............I MAJOR ROADS 2
Entry No. 3.............. PERVIOUS L 9.21 8 12
L 181.60 3 7 ( +t
Entry No. 4.9•••"Store ° IMPERVIOUS L 91.63 3.25 7 { ,?
Point Sta e k
1 2.00 0.00 .yr rY ✓
t 2 2.50 7.38
c 3 3.00 14.76 ^ t
3.So 28.56
t o 5 4.00 59.09
i 6 4.50 107.06
t 5.00 172.50 !!
6 5.50 255.39
;f 9 6.00 355.73 «" '��n
30 6.50 473.54
11 7.00 608.81
a 12 7.50 752.80
Y ti1 13 8.00 896.80
14 8.50 1041.08
`� 15 9.00 1285.94 ,' 1
16 9.50 1331.37 +" N
7� 17 30.00 1477.38 °� t
18 30.50 1.623.97
19 11.00 1771.13 eiy u
20 11.50 1916.66 v k
f� 21 12.00 2067.18
Y c
1 +r rx
3 Rain Ace=. Basin Accum. - RESERVOIR - - ^y
1 g Ace=. Instant Average
(+ y+� ��' tins Ru(1nj Dl(efe) Infaf� V°lame outflow Dlachgo Dischge Stage
(ef) (nf) (of.) ($)
ask{^ • COG 0.43 0,00 0.0 0.0 0.0 0.0 0'0 0.0 2.00
it ( 30.00 2.02 0.55 d4.3 5.9 5.9 0.0 0.0 0.0 2.37 96,5 17.9 1].9 0.0 0.0
11.00 2.56 0.89 261.0 29.0 29.0 0.0 0.0 0.0 3 OB
(1 +' 11.75 4.63 2.52 271.E 40.0 40.0 0.0 3.64 �
11.75 4.63 2.52 2017.e 81.7 0.0 1.0
y+'1 12.00 6.23 3.93 2208.5 81.7 0.6 31.2 15.6 -`"
{t 32.50 6.97 4.56 497.2 147.E 145.9 0.6 31.2 31.2 4.47
1 t t, 14.00 7.77 5.34 261.3 158.E 155,3 J.2 31.2 31.2 4.85
5 � + 16.00 159.4 173.1 161.3
20.00 9.04 6.53 16].4 04.9 191.0 1e0.0 11.0 31.2 31.2 5.04 r •'
24.00 9.04 6.53 211.9 190.6 21.3 31.2 31,2 5.11
+ 24.00 9.50 6.96 42.5 225.9 194.3 31.6
II !� 0.0 225.9 178.8 31.2 71.2 5.13 0"(
36.00 9.50 6.96 0.0 225.9 47.1!' 31.2 31.2 +
42.00 9.50 6.96 163.4 fi2.5 01,y 5.04
(( + 0.0 225.9 14].9 31.2 4.93
y� 48.00 9.50 6.96 0.0 225.9 132.4 78.0 31.3 ]1.3 4.81
54.00 9.5060.00 9.50 6.96 0.0 225.9 116.9 308.9 31.2 31.2 4.69
j- 6.96 0.0 225.9 101.5 124A 31.2 31.2 4.58
1 66.00 9.so 6.96 0.0 225.9 86.0 31.2 31.2 4.44
r+, o 7155.4
2.00 9.50 6.96 0.0 225.9 139.9 31.2 31.2 4.28
I 78.00 9.50 6.96 70 5 1]0.8 31.2 31.2 31.2 4.12
( 84.00 9.50 0'0 225.9 55.1 y
+ 90.00 9.so 6 95 O.0 225.9 39.6 186.3 31.2 31.2 3.93
fi.96 0.0 225.9 24.1 186.8 31.2 3.68 r
96.00 9.50 6.96 0.0 225.9 31.2 71.2 3.34
y i I �� t e a 99.50 9.50 6.96 0.0 225.9 -0.3 22fi.2 30.0 31.2 2.59
30.1 1.98 Maxim= Stage • 5.13 feat '
i .: r` ,t"f r'. t a t (Q. Maximum Dlacharga • 31.20 cfs
+da r1I4: L F 1 l y1 Yu
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�. City of Dania Drainage Study 83
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B&C Project No 96-1597
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Company Name..............: Sorry 6 Calvin Engineers
t. 1, Execution Date............. 07-03-1996
iProgram Name............... SCSI -- (05/06/86)
Project Nama..............: DANIA DRAINAGE STUDY BASIN 1 Engineer'. Nerve...........: LEONARDO RODRIGUEZ
Project Area........ ... 326.57 acres
Orcend Storage............: 2.80 inches
r Termination Discharge.....: 50 cf.
(' 1' Distribution Type.........: SFW4D
Return Frequency........... 25 yearn "
' Rainfall Duration.........: 3 -day
24-hr Rainfall............. 11 inches
�- r,j> Reporting Sequence......... Standardized
�E�>4
Storage Information......,; Cemponent Storage Area Start Elev Ending Elav t
Name Type (acres) (NGVD-ft) (NGVD-ft)
b'
f Entry No. I............. r.avP. .4h
V 22.08 2 f>a f, Entry No. 2.............. MAJOR ROADS 1 55.20 4 1p
Entry No. 3.............: PERVIOUS L 124.90 4 7 f a1 yx
rh &l ry No. 4............9: IHP¢AVIO95 1 76.21 4 7 fF'11if
Point Stage Storage Discharge t'
No. (ft) (at) lets)
r "r 1 2.00 0.00 0.0. f, '
h
2.50 11.04 0.00
<4 3 3.00 22.08 i ' "•0.00 }
f} 4 3.50 33.12 0.00
5 4.00 44.16 0.00 Y
.
1
450 1' r 6 64.73 0.00 r4gri rr� r :R
" 7 5.00 104.36 0.00
5.50 163.05 0.00
9 6.00 240.79 0.00
10 6.50 337.60 0.00
r rye 11 7.00 453.47 0.00
w:
3 12 . 0 . 0.00
8 i `Yf
13 8.
00 .85 0.00 j 1J
k[ ;: 14 B.50 708 840
o a4o.00oo 0.00 '+
(Y,fi
f 15 9. .15 0.00 f} r
i Y S 1i . 1109309.19 0.00 f4f7 y., cr
P 10.0050 00 1247.24 0.00W.
,i±
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( - RESERVOIR -
:'. fall Accumm.Runoff Basinlchge Accum. Accum. Instant Average �L {
SSmtt fall Runoff Dlaehge Inflau Volume Outflow Dlechge DSsehge Stage = +'±.Yt (hr) (in) (in) (cfe) (at) (af) (at) (cf.) (cEs) (ft)
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 Y'' L•Z
4.00 0.27 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 8.00 0.54 0.00 ♦ij7 j�
0.0 0.0 0.0 0.0 0.0 0.0 2.00
22.00 0.80 0.02 3.0 0.5 0.5 0.0 0.0 0.0 2.02 ry ,AL
it o S 16.00 1.07 0.07 5.9 2.0 2.0 0.0 0.0 0.0 2.09 20.00 1.34 0.16 8.2 4.3 4.3 0.0 0.0 0.0 2.19 'x��
' .�' . 10.0 7.4 7.4 0.0 0.0 0.0 2.33 28.00 2.00 0.47 17.6 12.8 12.8 0.0 0.0 0.0 2.57 v( it 32.00 2.39 0.70 20.0 19.0 19.0 0.0 0.0 0.0 2.85 Xr 3 r 36.00 2.78 0.95 21.6 26.0 26.0 0.0 0.0 0.0 3.27
A'
40.00 3.17 1.23 23.2 33.4 33.4 0.0 0.0 0.0 3.50
1 3 44.00 3.56 1.52 24.4 41.3 41.3 0.0 0.0 0.0 3.86 G
A 48.00 3.95 3.82 35.3 19.5 49.5 0.0 0.0 0.0 1.12 r 7 52.00 4.44 2.22 41.4 60.3 60.3 0.0 0.0 0.0 4.12 56.00 5.46 3.07 93.5 83.5 83.5 0.0 0.0 0.0 4.]2
} jn 58.00 6.29 3.BO 141.2 103.4 103.4 0.0 0.0 4.72
$9.00 6.91 4.35 0.0
ej us '!) 208.7 118.4 118.4 0.0 0.0 0.0 5.10
1 Z 59.50 7.46 4.85 329.8 132.0 132.0 0.0 0.0 0.0 5.21 .;,�''�.
$9.75 9.31 6.57 2262.E 178.8 178.8 0.0 0.0 0.0 5.47
{
p .. 60.00 11.17 6.32 2311.9 226.6 226.6 0.0 0.0 0.0 5.43
a r t r 60.50 11.97 9.09 506.7 247.5 347.5 0.0 0.0 0.0 6.01
1 ,r 61.00 12.39 9.49 264.6 258.4 258.4 0.0 0.0 0.0 6.08
' 1,, 62.00 12.95 10.03 160.6 273.1 273.1 0.0
0 0 0.0 6.16
64.00 13.63 10.69 105.1 291.0 291.0 0.0 0.0 0.0 6.25
r ±t. 68.00 14.42 11.46 63.3 311.9 311.9 0.0 0.0 0.0 6.36
�I 72.00 14.95 11.97 42.3 325.9 325.9 0.0 0.0 0.0 6.44
iYd Maximum Stage • 6.44 feet
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Maximum Discharge 0.00 cfe
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1 City of Dania Drainage Study 85
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Company Namo..............r Barry 6 Calvin Engineers
' Eaocutlon Deto............ 07-03-1996
Program Name..............: SOBS -- (05/06/86)
Project Name..............: DANIA DRAINAGE STUDY BASIN 2
Engineer's Name............ LEONARDO RODRIGVEZ
f a� Project Area..............: 1105.93 acres
fp Ground Storage............: 2.3 Inches
`, [y Termination Discharge...... 50 cfs
7 4k Distribution Type.........: SFXMD
I " Return Frequency.•••••....: 25 years I"Y �
4 i Rainfall Duration.........: J -day rM r F 24-hr Rainfall............. 10.8 inches rk
-^: Reporting Sequence........: Standardized y
w' A 1F
Weir
c Infomation.......... Lon th-Ft Elov.NGV -FC Coefficient
t ,
5 2 3.13 (("+
'y .. Culvert Information.......i Length-Ft Diameter-Ft N-Value
f So 5 .024 i,gl
+ , A Storage Information.......: Component Storage Area Start Elev Ending Elev 4 r
N'+ Name Type (acres) (NGVD-Et) (NGVO-ft)
Entry No. 1.............: LANE V 68.68 2
t * Entry No. 2.............: MAJOR ROADS L 49.34 5 9
Entry No. 3.............: PERVIOUS L 514.58 3.5 7 ,. '✓{ -'
t^ _c Entry No. 4.............. IMPERVIOUS L 235.03 3.5 7 F
;y Point stage storage Discharge
�• a No. (ft) (af) (afa)
(i y 1 2. . .
3 . 0 5 4.34 5.53
3 3 .
.! r
' 0 68.68 . 5 6 rya x i%
50 0302 287
5 4.00 164.16 44.26
k 6 4.50 278.90 61.86
i1 + 7 5.50 670.73 02.32
47
5.50 670.73 102.47 r
4 qq 9 6.00 950.90 125.20
30 6.50 1287.75 149.39 rF t){3
F .7rT 11 7.00 1681.29 174.97 r';v
`g 12 7.50 2104.71 201.86 S�
�1. i 13 8.00 2531.22 230.01 ti
14 8.50 2960.80 259.35 t
15 9.00 3393.49 286.16
16 . 0 . 296.20
17 10.0 4261
0 42fi1.9191 705.92 kti`
( " 0
R E S E R V O I R
x t Rain Accmo. Bain Accum. Ace.. Instant Average
Time fell Runoff Dlschge Inflow Volume Outflow Dleahge Dluchge Stage
r y (hr) (in) (in) (efs) (nf) (eE) (Aft (cfa) (cfe) (ft)
hZ g
� � lsrf •,� 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 �'fd
4.00 0.26 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 �'yY
8.00 0.53 0.00 3.5 0.2 0.2 0.0 0.0 0.0 2.00
12.00 0.79 0.04 16.8 3.6 3.7 0.1 0.6 0.2 2.05 _
I A 16.00 2.05 0.12 26.6 11.1 10.7 0.4 1.7 1.1 2.15
20.00 1.31 0.23 34.1 -1.3 20.1 1.2 3.2 2.4 2.29
24.00 1.58 0.37 39.9 33.6 31.1 2.6 4.9 6.0 2.45
y .y 28.00 1.96 0.59 67.5 54.6 49.7 4.9 9.6 7.1 2.71
a 4 32.00 2.34 0.85 74.4 78.2 69.0 9.1 15.5 12.7 2.99
36.00 2.73 1.13 79.6 103.7 88.3 15.S 22.8 19.2 3.27
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Iti7 City of Dania Drainage Study 86
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40.00 3.11 1.42 83.7 130.6 106.6 24.2 29.4 26.3 3.52
44.00 3.49 1.73 86.9 159.0 124.4 34.6 33.9 31.7 3.67
48.00 3.88 2.04 69.5 188.2 141.7 46.6 30.3 36.1 3.81
52.00 4.36 2.46 145.3 226.3 166.2 60.2 44.3 41.1 4.00
r[ 56.00 5.36 3.33 324.0 307.1 230.9 76.2 54.0 48.5 4.28
58.00 6.10 4.00 485.7 375.6 290.0 85.6 62.6 58.0 4.52
'33 - 59.00 6.79 4.64 714.6 427.3 336.1 91.1 67.6 64.9 4.65
59.50 7.32 5.14 1126.2 473.7 379.7 94.0 72.2 69.8 4.76
3 59.75 9.14 6.86 7690.6 632.6 537.0 95.6 82.3 77.2 5.02 _
60.00 10.96 8.62 7611.9 794.0 696.5 97.5 97.3 89.0 5.38
W1,
60.50 11.75 9.38 1706.5 864.4 762.7 101.8 200.5 104.4 5.63
61.00 12.16 9.78 690.2 901.2 794.9 106.3 111.8 110.3 5.71 f
♦ 63.00 32.71 10.32 540.0 950.7 834.9 115.7 115.3 113.7 5.78
64.00 13.38 10.97 353.0 1010.9 875.E 135.1 118.8 117.2 5.86
cy 68.00 14.16 11.73 212.3 1081.0 906.2 174.8 121.4 120.2 5.92 1 +
'1¢ 72.00 14.68 12.24 141.7 1127.8 912.7 215.1 122.0 121.7 5.93 Y ,
60.00 14.68 12.24 0.0 1127.8 834.1 293.7 115.7 118.9 5.79
88.00 14.68 12.24 0.0 1127.8 759.6 368.2 209.7 112.7 5.66
96.00 14.68 12.24 0.0 1127.8 689.0 438.8 104.0 106.8 5.53
104.00 14.68 12.24 0.0 1127.8 622.3 505.5 97.9 101.0 5.39 y
i 112.00 14.68 12.24 0.0 1127.8 559.5 568.3 91.9 94.9 5.25
it i 120.00 14.68 12.24 0.0 1127.8 500.6 627.2 86.4 89.1 5.12
132.00 14.68 12.24 0.0 1127.8 416.9 708.9 78.0 82.3 4.92 7771 I
` i 144.00 14.68 12.24 0.0 1127.8 345.8 782.0 69.6 73.7 4.70
156.00 14.68 12.24 0.0 1127.0 280.6 847.2 62.1 65.8 4.51
168.00 14.68 12.24 0.0 1127.8 223.5 904.4 53.4 57.6 4.26
173.25 14.68 12.24 0.0 1127.8 201.1 926.6 49.9 51.6 4.16
f Maximum Stage . 5.93 feet
a - Maxlmum Discharge - 121.99 cfe
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BSC Protect NO 96-1507
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City of Dania Drainage Study 87
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Company Nama..............: Derry 6 Calvin Engineers
' Execution Date............: 07-03-1996
- ( Program Name..............: SCSI -- (05/06/86)
�'- Project Name..............: DANIA DRAINAGE STUDY BASIN 3
Engineer's Namo...........: LEONARDO RODRIGUEZ
Project Area..............: 92.04 acres
�. Ground Storage............. 2.63 inches
Termination Discharge.....[ 50 cfa
Dlstrlbutlon Type.........: SPNND
P Return Frequency..........[ 25 years
Rainfall Duration.........: 3 -day
Y 24-hr Rainfall........ ... 10.8 inches i.
Ib� - Reporting Sequence........: Standardized
s •• Weir Information..........: Length-Ft Elev.NGVD-Ft Coefficient
2 2 3.13
Culvert Infarmation.......: Length-Ft Dlamoter-Ft N-Valuo
50 2 0.024
Storage Information.......: Component Storage Area Start Elev Ending Elev
.� Name Typo (acres) (NGVD-ft) (NGVD-ft)
^k Entry No. 1.............: MAJOR ROADS L 7.23 5 9
Entry No. 2.............: PERVIOUS L 48.97 3.5 7
n Entry No. 3.............: IMPERVIOUS L 12.78 3.5 7
t Point stage Storage Discharge
: > No. (ft) (nf) (cfa)
1 2.00 0.00 0.00
'd 2 2.50 0.00 2.21
3 3.00 0.00 6.26
}: 4 3.50 0.00 11.50
C. 5 4.00 2.21 17.71
+ ! 6 4.50 8.62 20.97 !
7 n
♦� j 7 5.00 19.85 22.98
+ e 5.50 35.51 24.82
9 6.00 56.04 26.53 f
10 6.50 81.43 28.14
a 11 7.00 111.68 29.66
1 12 7.50 144.59 31.11 Ib m P
13 8.00 177.95 32.49
f f 14 8.50 211.76 33.82
15 9.00 246.02 35.10 <
16 9.50 280.51 36.33 y
17 10.00 315.00 37.52 �
R E S E A V 0 I A - - - - - { Y :
j Min Ace=. Basin Accnm. Room. Instant Average {
Time full Runoff 0lachge Inflow Volume Outflow Diechge Dischge Stage
htW (hr) (in) (in) (cfa) (at) (af) (af) (cfa) (cfa) (ft)
\ 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
gtin. 4.00 0.26 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
R 8.00 0.53 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 h�\w
12.00 0.79 0.02 1.0 0.2 0.0 0.2 1.0 0.5 2.23 L.W, �5
16.00 1.05 0.09 1.8 0.7 0.0 0.7 1.8 1.5 2.42
fir 20.00 1.31 0.18 2.5 1.4 0.0 1.4 2.5 2.2 2.53 r�
1 24.00 2.58 0.30 3.0 2.3 0.0 2.3 3.0 2.7 2.59
1� 32.00 2.34 0.74 5.1 5.7 0.1 5.6 5.8 5.5 2.86
94
1w 36.00 2.73 1.00 6.2 7.7 0.1 7.6 6.2 6.0 2.00
44.00 3.49 1.57 6.2 2.1 0.1 7.6 6.2 6.0 3.00
T + N.00 3.49 1.57 6.9 12.1 0.1 12.0 6.9 6.8 3.06
ifs 46.00 3.68 1.86 7.2 14.4 0.1 14.3 7.2 7.1 3.09
52.00 4.36 2.28 11.7 17.5 0.1 17.3 11.5 9.1 3.50 +
(P {, 56.00 5.36 3.13 26.3 24.0 2.2 21.8 16.9 13.5 3.94 1.;4
58.00 6.18 3.86 39.6 29.6 4.8 24.8 18.8 18.0 4.17
59.00 6.76 4.40 58.4 33.8 7.4 26.4 20.0 19.3 4.35
59.50 7.32 4.90 92.2 37.6 10.4 27.2 21.1 20.5 4.53
*.: �;�•, 59.75 9.14 6.60 631.5 50.6 23.0 27.7 22.4 21.7 4.85
60.00 10.96 8.34 643.0 63.9 35.8 28.2 24.1 23.2 5.30
60.50 11.75 9.09 140.9 69.7 40.6 29.2 25.1 24.8 5.59
61.00 12.16 9.49 73.5 72.0 42.6 30.2 25.3 25.2 5.65
62.00 12.71 10.02 44.6 76.9 44.6 32.3 25.5 25.5 5.71
64.00 13.38 10.67 29.2 81.9 45.3 36.6 25.6 25.6 5.73 1
68.00 14.16 11.43 17.6 87.7 42.7 45.0 25.4 25.5 5.67
72.00 14.68 11.93 11.7 91.5 38.2 53.3 25.0 25.2 5.56 ,' +
r Maximum Stage 5.73 feat
Maximum Discharge ^< 25.61 cfa
! + ,
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6erry&calviflvk July 15, 1996
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City of Dania Drainage Study
88
Company Name............... Derry D Calvin Engineers
?' Execution Date............. 07-03-1996
Program Name............... SCSI -- (OS/06/86)
4 Project Name............... DANIA DRAINAGE STUDY BASIN 4
Engineer's Name..........,. LEONARDO RODRIGUEZ
Project Area..............1 694.69 acres
{ Ground Storage............1 2.3 inches
Termination Discharge...... 50 cfe
Distribution Type.......... SP54lm
Return Proquency..........: 25 years
Rainfall Duration.......... 3 -day
24-hr Rainfall............. 10.0 inches
7 Reporting Sequence........: Standardized
u Weir Information.......,,,; Length-Ft Elev.NGVD-Ft Coefficient
k�Q� 4 2 3.13
r Culvert Information.......: Length-Ft Diameter-Ft N-Value
50 4 .024
t Storage Information........ compenent Storage Area Start Elev Ending Elev
Name Type (acres) (NGVO-ft) (NGVD-ft) �
}} Entry No. I.............. LAKE V 23.20 2 - S3
5a Entry No. 2.............. MAJOR ROADS L 73.22 4 9 rI'S. Entry No. 3.............. pERVI0D5 L 324.07 3.5 7 F'
Entry No. 4.............. IMPERVIOUS L 119.80 3.5 7 fs
( ( Point Stage Storage Discharge
No. (ft) (af) (Cf.)
1 2.00 0.00 0.00 x
r u e4 2 2.50 11.60 4.43 �k t
3 3.00 23.20 12.52 R;
4 3.50 34.80 23,00 /�
f 5 4.00 62.25 35.41 r lfl
6 4.50 123.24 49.49
7 5.00 219.59 65.06 )
8 5.50 351.31 81.9E
9 6.00 518.40 100.26 '
30 6.50 720.85 119.52
rf 11 7.00 958.67 139.98 �4� '�
12 7.50 1216.00 154.67 1{
4 � rfi
13 8.00 1476.99 161.55 ;t
iA r 14 8.50 1741.65 168.14
y �} 15 9.00 2009.96 17d.49 r
L Y i p 16 9.50 2280.11 100.61 "r'L f (,
17 10.00 2550.25 186.54
w' gain Ace.. Basin Ace=. - R E S E R V O I R - - - - - )e y ?
Time fall AOnoff(In) Dischge Inflow Volume OutE ow Dlee ge DLechge, Stage �Z
cum. Instant Average
r ,
71 Ihtl (In) (In) (ef s) (af) (Af) (af) (Cf.) (cfa) (ft)
G + 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
1 _t
4.00 0.26 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 8.00 0.53 0.00 2.2 0.1 0.1 0.0 0.0 0.0 2.00
12.00 0.79 0.04 10.6 2.4 2.3 0.1 0.8 0.3 2.09 S
1 d 16.00 1.05 0.12 16.7 7.0 6.4 0.6 2.4 1.5 2.27
20.00 1.31 0.23 21.4 13.4 11.7 1.7 4.4 3,3 2.49
27
24.00 2.56 0.37 25.1 21.1 17.3 3.8 8.2 6.3 2.74 tau.{Jr
ter 20.00 2.96 0.59 42.4 34.3 26.7 7.6 15.3 11.5 3.13
32.00 2.34 0.65 46.7 49.1 35.1 13.9 22.9 19.2 3A9 wt♦
t v ' 36.00 2.73 1.13 $0.0 65.1 43.0 22.1 26.5 24.] 3.49
40.00 3.11 1.42
l 52.6 82.1 50.7 31.4 29.9 28.2 3.78 5
44.00 3.49 1.73 54.6 99.9 58.0 41.9 33.2 31.6 3.91 3 5} 48.00 3.88 2.04 56.2 118.2 64.9 53.4 35.9 34.] 4,p2 e t 52.00 4.36 2.46 91.3 142.2 76.6 65.6 ]B.5 37.7 4.02 1 56.00 5.36 3.33 203.5 11
192.9 113.4 79.5 46.7 42.0 4.40
58.00 6.16 4,00 305.1 236.0 148.3 87.7 53.0 49.9 4.61 i 59.00 6.78 4.64 449.0 268.4 174.1 92.3 5].J 55.9 4.61
I 59.50 7.32 5.14 707.4 297.5 202.8 94.7 61.2 59.1 4.88 r } 75
59.75 9.14 6.86 4830.9 397.4 301.3 96.1 69.1 65.2 5.12
60.00 10.96 8.62 4907.1 498.7 401.1 97.6 81.9 75.5 5.50
i ly 60.50 11.75 9.38 2071.9 543.0 442.8 101.2 90.6 87.3 5.74
1 . ' 61.00 12.16 9.78 559.2 566.1 461.1 305.0 93.3 92.1 5.81
I 62.00 12.71 10.32 339.2 597.2 484.3 112.9 96.1 94.8 5.89
68.00 14.16 12.73 133.3 679.0 517.2 161.8 99.9 99.3 5,99
( {', .00 4.68 12.24
80.00 24.6 89.0 708.4 513.7 194.8 99.5 99.7 5.98
i 86.00 14.68 12.24 0.0 708.4 3911.0 317.5 86.3 89.5 5.62
it 96.00 14.68 12.24 0.0 708.4 335.9 372.5 00.0 83.2 5.44 )
104.00 14.6a 12,24 0.0 708.4 285.2 423.2 73.5 76.7 5.25 �. .
112.00 14.68 12.24 0.0 708.4 238.6 469.8 67.5 ]0.5 5.07 ..;
� rl fy r 120.00 14.66 12.24 0.0 708.4 196.0 512.4 61.2 64.5 4.88
132.00 14.68 12.24 0.0 708.4 139,9 568.6 52.2 56.6 4.59
r r Hjlfia ? 135.25 14.68 12.24 0.0 708.4 126.2 582.3 50.0 51.1 4.52 ( Jtr"i'
SY 7L�1 ff Maximum stage � 5.99 feet Y G�
Jt 5 Maximus Discharge 99.91 cfe u
.berry&eelvin
ara[ran nu.4.a July 15, 1996 k�y�
8&C Project No 96.1507
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City of Dania Drainage Study
89
` Cdnpany Name............... Berry L Calvin En9lno.ta
Execution Date............: 07-03-1996
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•. Program Nem................ SCSI -- (05/06/86)
Project Name..............: DANIA DRAINAGE STUDY BASIN So
t Engineer'. Name...........: LEONARDO RODRIGUEZ
!, Project Are................ 261.99 acre.
Ground Storage............. 2.3 inches
T.tminetlon Discharge...... 50 CIS
3. Distribution Type......,..: SFMND
Return Frequency..........: 25 yearn
.:j Rainfall Duration.......... 3 -day
24-hr Rainfall............. 10.8 inch..
' Reporting Sequence......... Standardirad
t Nair Information..........: Len ih-Ft L1 4 E10v.NGVD-Ft Coefficient
N lve[t I nformaelon.......: Len th-Ft 2 3.13
9 Diameter-Ft N-Valve -
1i 50 4 0.024
Storage Infotmat ion.......: Component Storage Area Start Elev Ending Elev
Yh. Name
Entry No. I.............: LASE TYPO (Acres) (NGVD-ft) (NGVO-ft)
1 V 1.46 2 Entry No. 2.............: Mra 1
ASOR ROADS L 11.01 8
Entry No. 3.............I PERVIOUS L 109.86 3 12 J'[y
Entry No. 4..... ....... IMPERVIOUS L 65.28 3.25 7
Point Stage Storage Discharge
7
r No.1 (aE 2.00 0.00 (0.00
2 2.50 0.73 4.43
3 3.00 1.46 12.52
4 3.50 6.17 23.00 _ l�'A
5 4.00 21.55 35.41 e)
.. d 6 4.50 ( t
40.15 49.49
7 5.00 85.97 65.06
8 5.50 135.00 81.98
9 6.00 195.26 100.16 Asks ��1
30 6.50 266.73 119.52 AI
11 7.00 349.42 139.98ys f
12 7.50 437.72 154.67 ) �'
13 8.00 526.02 161.55 i
. • Id 8.50 616.66 168.14 r:yit 7, 15 9.00 704.00 174.49 f t�
16 9.50 794.02 180.61
' 17 10.00 884.73 186.54 1 A
18 10.50 976.12 192.28 s T
},. 19 11.00 1068.21 197.85 r
20 11.50 1160.96 203.28
21 12.00 1254.44 208.56
t o
R E S E R V O I R - - -
_ _ <°
. 1 i Rain Ace=. Basin Aceum. Ace=. Instant Average r Time fall Runoff Di.chge Inflow Volume Outflow Diachgo Dischgv Stage
4
nt 4 (hr) (in) (in) (cfe. Y ) laf) (af) (af) (cf.) (cfe) (CC) 'S43t
^r
rj .00 0. 0.0 0
0.00 0.0 0.0 0.0 0.0 2.00 Iw'Nn
t 4
' .00 0.26 26 0.00 0.0 0.0 0.0 .0 E h�
I e" 8.00 0.53 0.00 0.8 0.0 0.0 0.0 0.2 0.0 2.02 ?,�•u.
12.00 0.79 0.04 4.0 0.9 0.5 0.4 2.6 2.57
1.3 2.29
r : I6.00 1.05 0.32 6.3 2.6 0.9
20.00 1.31 0.23 8.1 5.0 1.1 3.9 ].6 6J 2.70 28.00 1.50 0.37 9.5 8.0 9.3 8.4 2,9g
38.00 1.96 0.59 1.2 6.7 � F
i 1fi.0 12.9 2.1 10.8 13.6 12.4 3.05
4 h 33.00 2.34 0.85 17.6 18.5 2.9 15.6 15.4 14.5 3.14
36.00 2.73 1.13 18.9 24.6 3.6 20.9 16.9 16.5 3.14
40.00 3.11 1.42 19.8 31.0 4.2 26.8 16.9 16.2 3,21
1 p {{.00 3.49 1.73 20.6 37.7 4.7 33.0 19.3 18.8 3.32
t .. ' .• 48.00 3.88 2.04 21.2 44.6 5.1 39.5 20.2 19.7 3.36
Tt 52.00 4.36 2.46 34.4 53.6 7.0 46.6 23.4 21.6 3.52 _
56.00 5.36 3.33 76.8 72.7 58.00 6.18 U.3 55.4 31.4 26.6 3.84
r , 4.08 115.0 89.0 27.9 61.2 38.1 34.8 4.10
59.00 6.78 4.64 169.3 101.2 36.7 64.5
59.50 7.32 5.14 266.8 02.5 doll 4.25
112.2 45.9 66.3 46.8 44.6 4.41
t 59.75 9.14 6.86 1821.9 149.9 82.5 67.4 55.9 51.4 4.70
' 1 60.00 10.96 8.62 1050.6 168.1 119.4 68.7 70.0 62.9 5.15
t 60.50 11.75 9.38 404.3 204.8 132.9 71.8 79.8 76.2 5.44
.1 61.00 12.16 9.78 230.9 213.5 138.3 75.2 82.3 81.3 5,51
1 t 62.00 12.71 10.32 127.9 225.2 143.1 82.1 64.0 83.3 5.56
> 64.00 13.38 10,97 83.6 239.5 143.5 96.0 84.3 84.3 5.56
68.00 14.16 11.73 50.3 256.1 132.7 123.3 Silo n'
82.7 5.47
71 72.00 14.68 12.24 33.6 267.2 117.9 149.3 76.0 78.5 5.32
f _ � 80.00 14.6E 12.24 0.0 267.2 73.0 194.2 59.7 67.9 5.32> 85.25 14.6e 12.24 83
0.0 267.2 49.3 217.9 50.0 54.7
4.51 r t
Maximum Stag, . 5.56 feet
Maximum Discharge 84.30 cfe
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Company Name..............r Barry L Calvin Engineer. -:
',.. Execution Data.........,..r 07-03-1996
Program Name..............r SCSI -- (05/06/86)
Project Name..............: DANIA DRAINAGE STUDY BASIN 5b
Enginear'e Name............ LEONARD, RODRIGUEZ
Project Area..............: 425.39 acre.
Ground Storage............. 2.45 lecher,
Termination Discharge...... 50 cfe
DLetrlbutlon Type.........: SFNND
Return Frequency..........: 25 year. ,
Rainfall Duration.,.,...... 3 -day
"F 24-hr Rainfall............. 10.B inchoo
Reporting sequence........: Standardized
r
pp gtJ Pump Pump On Pump Off Pump Rate
>r No. Elevation Elevation Dlacharge
1 (ft) (ft) (cfa)
i}i0. I 3 4.00 2.00 31.20 ! �
r Storage Information.......: Component Storage Area Start Elev Ending Elev J jb'S
Name Type (aeroo) (NGVD-ft) (NGVD-ft) pit t
Entry No. 1.............. LAES V 14.76 2 r`
Entry No. 2.............: NA3OR ACRES L 13.98 8 12
AY, Entry No. 3.............: PERVIOUS L 187.02 J ]
Entry No. 4.............. INPSRVIOUS L 300.49 3.25 ]Point Stage Storage .. .
1}: No. (ft) (af)
1 2.00 0.00 rBj
2 2.50 7.38
Er.
3 3.00 14.76
4 3.50 28.82 r
y 5 4.00 60.43
.ry 6 4.50 110.43 y f
7 5.00 178.82 y.r
7 a 5.50 265.60 t
9 6.00 370.76
10 6.50 494.32
11 7.00 636.26
12 7.50 787.39
a 13 8. .ti} 14 9.5 1 .10
15 . 0 1242090.55
: �4I
{1�t 16 9.500 0 3395395.8787 �
17 10.00 1550.06
(, ) 18 30.50 1705.13
i'. 19 11.00 1861.07
20 11.50 2017.88
it 21 22.00 2275.57 y`
. t
R E S E R V O I R - - - - -
M1
Rain Accum. Basin Accum. Aecum. Instant Average y C' ` „,
Time fell Runoff DLechge Inflow Volume Outflow DLechge Dlechgo Stage i;4t,tF
(hr) (in) (in) refs) (af) (af) (af) (cfe) (cfe) (ft)
1` V
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
4.00 0.26 0.00 0.0 0.0 0.0 0.0 0.0 2.0 2.00
ryt ! 8.00 0.53 0.00 O.6 0.0 0.0 0.0 0.0 0.0 2.00
= 12.00 0.79 0.03 5.7 1.1 1.1 0.0 0.0 0.0 2.07 16.00 1.05 0.10 9.4 3.7 3.7 0.0 0.0 0.0 2.24
1} ,1 20.00 1.31 0.21 12.3 7.4 7.4 0.0 0.0 0.0 2.49 �p*1
vt `�• ' 24.00 1.56 0.33 14.6 11.8 11.6 0.0 0.0 0.0 2.79
},) 10.00 1.96 0.55 25.0 19.5 19.5 0.0 0.0 0.0 3.16
32.OD 2.34 0.80 27.7 28.3 28.3 0.0 0.0 0.0 3.47
36.00 2.73 1.07 29.8 37.8 37.8 0.0 0.0 0.0 3.64 r t 40.00 3.11 1.35 31.5 48.0 48.0 0.0 0.0 0.0 3.80
{ `t 44.00 3.49 1.65 32.8 58.6 58.6 0.0 0.0 0.0 3.97
j t 48.00 3.88 1.97 33.8 69.7 61.9 7.7 31.2 24.4 4.01 r .'
1Y 52.00 4.36 2.37 55.1 84.1 66.1 18.0 31.2 5
Y 56.00 5.36 3.24 123.2 114.8 86.4 28.4 31.2 31.2 4.0
31.2 4. 5
t 58.00 6.18 3.90 185.1 140.9 107.4 33.5 31.2 31.2 4.45
1 {M 59.00 6.78 4.53 272.7 160.5 124.4 36.1 31.2 31.2 4.50
k : 59.50 7.32 5.03 430.0 178.3 140.9 37.4 31.2 31.2 4.69
59.75 9.14 6.74 2940.4 239.0 201.0 36.0 31.2 31.2 4.94
t 60.00 10.96 6.49 2991.7 300.8 262.2 38.7 31.2 31.2 5.30
{1 j 60.50 11.75 9.25 654.1 327.0 287.9 40.0 31.2. 31.2 5.5]
(( 61.00 12.16 9.65 341.3 341.9 300.7 41.7 312 31.2 5.57 r 62.00 12.71 65
10.18 207.1 360.9 317.1 43.8 31.2 31.2 5.73
f� 64.00 13.38 10.83 135.4 384.0 335.0 49.0 31.2 31.2 5.82
r 68.00 14.16 11.59 81.5 410.9 351.6 59.3 31.2 31.2 5.9D
r 72.00 14.68 12.10 54.4 428.9 359.2 69.6 31.2 31.2 5.94
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Naximum Stage • 5.94 feet
Max lmum Discharge 71.20 efa r y r 1�
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City of Dania Drainage Study 91
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Company Name..............: Berry 6 Calvin Englneors
+ Execution Date........ ..1 07-08-1996
Program Name......... ... scs2 -- (05/06/06) + '.
� Project Name..............+
DANIA DRAINAGE STUDY BASIN Sb EXCLUDING 19.63 ACRES OF FEDERAL HW
' Engineer's Name...........: LEONARDO RODRIGUEZ
Project Area..............+ 389.24 acres
Ground Storage............: 2.6 inches j
Termination Discharge.....: 10 c[e
A�1t Distribution Type.........: SFNND
Return Frequency..........: 25 years
C1 Rainfall Duration.........: 3 -day
T� 24-hr Rainfall............1 10.6 inches
rReporting Sequence........: standardized d
LLL FNoP Pump On Pump Oft Pump Raga }
No. Elevation Elevation Discharge
n (ft) (ft) (Cfe) f M
x 1 4.00 2.00 31.20 I .�
Storage Information.......: Component Storage Area Start Elev Ending Elev + rt
} y Name Type (acres) (NOVD-ft) (NGVD-ft) +x-vn
k Entry No. 1.............: LARE V 14.76 2
0. Entry No. 2.............. NAJOR ROADS L 9.21 8 12 �{ 1
1 „ Entry No. 3.............: PERVIOUS L 181.60 3 7
f Entry No. 4.............1 IMPERVIOUS L 91.63 3.25 7
1 Point Stage Storage : r
d+ No. (ft) (af) L9 4
{ i 1 2.00 0.00
2 2.50 7.3B
3 3.00 14.76
1 4 3.50 26.58
I, 5 4.00 59.09
✓xr S 6 4.50 107.06 i )
7 5.00 172.50
11 - 8 5.50 255.39
t
9 6.00 355.73
F1 10 6.50 473.54
15 11 7.00 608.81
f.�. 12 7.50 752.80 '-
13 8.00 896.80
14 9. 0 1041.00
1 15 .00 11 .94
� 16 9.50 13318531.3737 � (1
i* 17 10.00 1477.38 rZtk y�
F 18 30.50 1623.97 (ryr
tr ; 19 11.00 1771.13 7mx f
r' r: 20 11.50 1918.86
7
3k� 21 12.00 2067.18
RESERVOIR - - - - -
n + + Rain Runoff Basin.chge Inflo Accum. Instant AverageTime 5
Ij' di (hr) Eel) Au(in) Dl(cf.) Inflow Volume f) Outflow(af) Dl(chgef.) DLechge Stage
(hr) (in) (in) (cfa) (n[) (e[) (n[) (c[e) (GIG) (ft)
5 - 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
4.00 0.26 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 ' ?
�a. 8.00 0.53 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
12.00 0.79 0.03 4.5 0.8 0.8 0.0 0.0 0.0 2.05
16.00 1.05 0.09 7.9 2.9 2.9 0.0 0.0 0.0 2.19
20.00 2.31 0.19 10.6 6.0 6.0 0.0 0.0 0.0 2.40 �)
24.00 1.50 0.31 12.7 9.9 9.9 0.0 0.0 0.0 2.66 !28.00 1.96 0.52 21.9 26.7 16.7 0.0 0.0 0.0 3.06 Y
32.00 2.34 0.75 24.6 24.4 24.4 0.0 0.0 0.0 3.34 # +:
36.00 2.73 1.01 26.6 32.9 32.9 0.0 0.0 0.0 3.57 1
40.00 3.11 1.29 28.1 41.9 41.9 0.0 0.0 0.0 3.71 " +
0
44.00 3.49 1.59 29.4 51.5 51.5 0.0 0.0 0.0 3.87
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48.00 3.88 1.89 30.4 61.4 59.4 1.9 31.2 6.8 4.00
4 52.00 4.36 2.29 49.6 74.4 62.1 12.2 31.2 31.2 4.03
56.00 5.36 3.15 111r5 102.0 79.5 22.6 31.2 31.2 4.20
58.00 6.18 3.88 167.7 125.7 98.0 27.7 31.2 31.2 4.39
59.00 6.78 4.43 247.5 143.5 113.2 30.3 31.2 31.2 4.53
59.75 9.14 4.92 390.5 159.6 128.0 31.6 31.2 31.2 4.63
59.]5 9.14 6.62 2673.9 214.9 182.6 32.2 31.2 31.2 4.87
60.00 10.96 6.36 2725.0 271.2 238.3 32.9 31.2 31.2 5.23
$. 60.50 11.75 9.12 596.4 295.8 261.6 34.2 31.2 31.2 5.50
61.00 12.16 9.52 311.3 308.7 273.2 35.5 31.2 31.2 5.57
62.00 12.71 10.05 188.9 325.9 287.9 38.0 31.2 31.2 5.65
64.00 13.38 10.70 123.6 347.0 303.8 43.2 31.2 31.2 5.74
68.00 14.16 11.46 74.3 371.6 328.1 53.5 31.1 31.2 5.81
tax 72.00 14.68 11.96 49.6 388.0 324.1 63.8 31.2 31.2 5.84
jAY by 60r00 14.68 11.96 0.0 388.0 303.5 84.4 31.2 31.2 5.74
88.00 14.68 11.96 0.0 388.0 282.9 105.1 31.2 31.2 5.64
96.00 14.68 11.96 0.0 388.0 262.3 125.7 31.2 31.2 5.53
104.00 14.68 11.96 0.0 388.0 241.6 146.3 31.2 31.2 5.42e ,
112.00 14.68 11.96 0.0 388.0 221.0 167.0 31.2 32.2 5.29 Ir}kTM 120.00 14.68 11.96 0.0 388.0 200.4 187.6 31.2 31.2 5.17
74 132.00 14.68 11.96 0.0 388.0 169.4 218.5 31.2 31.2 4.98 C+ ry1 311.00 16.68 11.96 0.0 388.0 138.5 249.5 31.2 31.2 4.74 156.00 14.68 11.96 0.0 388.0 107.6 280.4 31.2 31.2 4r50
^� 168.00 14.68 11.96 y c 0.0 388.0 76.6 311.3 31.2 31.2 4.18 >yt
a 11 180.00 14.68 11.96 0.0 388.0 45.7 342.3 31.2 31.2 3.78 j' 192.00 14.68 11.96 0.0 388.0 14.7 373.2 31.2 31.2 3.00+ x 197.75 14.68 11.96 0.0 386.0 -0.1 388.1 0.0 30.5 1.99
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X; MAXimUc Stsg9 r 5.84 feet i� 1
A ' � M4xlm=um Discharge 31.20 eta
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]ompany Name..............! Sorry O Calvin Engineers
' Itecutlon Bat...,.......
... 07-07-1996
`3 ?rogram Nam................ SCSI -- (05/06/e6)
Nem................ pANIA DRAINAGE STUDY BASIN 1
Inglnaor'e Nano...........: LEONARDO RODRIGUEZ "
'round[ Area............... 326.57 acres
:round Storage............. 2.80 inches
termination Discharge...... 50 cfs
ISatribstiOn Typo.......... S110iD
return Frequency........... 100 yearn
II NILn fall Duration.........: 3 -day
f;m5 !4-hr Rainfall............. 15 inches
reporting Se kr� , quencs......... Standardited
ltorage Information.......: component Storage Area Start Elov Ending Elev {4 ,
.l4 Ent Stone Type (acres) (NGVD-ft) (NGVO-ft) p k `�jb
ry No. 1.............. LAKE V 22.08 2 (((((([(+ s
,�. Entry No. 2.............. NAJOR ROADS L 55.20 4 10e >37
Y' Entry No. 3.............I PERVIOUS L 124.90 d
Yx Entry No. 4.............. IMPERVIOUS L ]6.21 9 ]
a' loin[ Stage Storage Discharge
No. (ft) (of) (cfe) ( K
2.00 0.00 0.00
2 2.50 11.04 0.00
e 3.00 22.oe
0.00
3.50 33.12 0.00 4 ,
f � 6 4.00 44.16 0.00 t
" 6 4.50 64.73 0.00
7 a
a + Y 5.00 104.36 0.00 PPP +
8 5.50 163.05 0.00
s' 9 6.00 240.79 0.00
10 6.50 337.60 0.00a
11 7.00 453.47 0.00
7.50 580.01 0.00
13 8.00 708.85 0.00
14 8.50 840.00 0.00 {$t ! {
15 9.00 973.45 0.00
jlt 16 9.50 1109.29 0.00
17 10.00 1247.24 0.00 +'
5 Rain Accm. - RES E RV OI R -
Basin Accum. Accm. Instant Average +i+
h to-
+,� T Time fall Runoff Diachge Inflow V.IUMO outflow Dischge Dischge Stage :*v
(hr) (in) (in) (of a) (of) (af) (af) (cfe) (cf.) (ft)
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 ""•^'�k}'
4.00 0.36 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
8.00 0.73 0.01 2.6 0.2 0.2 0.0 0.0 0.0 2.01)� y 12.00 1.10 0.06 8.3 2.2 2.2 0.0 0.0 0.0 2.09
1.46 5.7 5.7 0.0 0.0 0.0 2.25p" a
Ifi.00 0.21 12.3 s za>µ?
+� 20.00 1.83 0.38 15.3 10.3 10.3 0.0 0.0 0.0 2.46
24.00 2.19 0.58 17.6 15.8 25.8 0.0 0.0 0.0 2.71 v�k;
28.00 2.72 0.92 29.4 24.9 24.9 0.0 0.0 0.0 3.12 ? Y '?32.00 3.26 1.29 32.0 35.1 35.1 0.0 0.0 0.0 3.58
36.00 3.79 1.69 34.0 46.1 46.1 0.0 0.0 0.0 4.04
+ rA 2.56 36.5 57.6 57.6 0.0 0.0 0.0 4.32 .i
18.00 S.3B 3.56 3 .7 69.5 .69.5 0.0 0.0 0.0 4.56 .i.
3.01 37.7 81.9 81.9 0.0 0.0 0.0 4.71
53.00 6.06 3.60 60.9 97.9 97.9 0.0 0.0 0.0 4.91
{ f z 56.00 7.44 4.84 135.1 131.6 131.6 0.0 0.0 0.0 5.22
58.00 8.58 5.09 201.9 160.2 160.2 0.0 0.0 0.0 5.46
59.00 9.42 6.67 296.6 181.6 181.6 0.0 0.0 0.0 5.60
59.50 10.17 7.30 466.8 200.8 200.8 0.0 0.0 0.0 5.71 "59.75 12.70 9.79 3181.6 266.5 266.5 0.0 0.0 0.0 5.95
. 4
1 60.00 15.22 12.24 3224.1 333.2 333.2 0.0 0.0 0.0 6.31
1 ) K 60.50 16.32 13,31 703.4 362.2 362.2 0.0 0.0 0.0 6.57 a _
61.00 16.89 13.87 366.0 377.4 377.4 0.0 0.0 0.0 6.66 +
cif 62.00 17.66 14.61 222.4 397.7 397.7 0.0 0.0 0.0 6.75
64.00 16.58 15.53 145.4 422.5 422.5 0.0 0.0 0.0 6.86
-+ 68.00 19.66 16.59 87.4 451.4 451.4 0.0 0.0 0.0 6.99
' 72.00 20.39 17.29 58.3 470.7 470.7 0.0 0.0 0.0 7.07 v
+ + Maximum Stags = 7.07 feet
Mmtimum Discharge 0.00 cfe ;tli
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City of Dania Drainage Study
96
Company Name..............: Berry 6 Calvin Engineers ,
„r. Execution Date............ 07-03-2996
( •P Program Name..............: SCSI -- (05/06/86)
Project Name............... DANIA DRAINAGE STUDY BASIN 2
' Engineer's Name...........: LEONARDO RODRIGUEZ
Project Area..............+ 1105.93 acres
Ground Storage............: 2.3 inches
Termination Discharge...... 50 cfo
' - 1,';i Dlatributlon Type.........+ SFNND
Return Frequency.......... 100 years
Rainfall Duration.........+ 3 -day
24-hr Rainfall............. 14.5 Inches
"++ Reporting Sequsnte......... Standardised -
i kt
Nolr Information........ Length-Ft Elav NGVD-Pt Coefficient
a - Colvert Information.......: Length-Ft Diameter-Ft N-Value hpn r�
50 4
5 .024 �� .
Storage Information.......: Component Storage Area Start Elev Ending Elev
". Name Type (acre-) (NGVD-ft) (NGVD-ft)
„,•s: Entry No. I.............I LAEE V 68.68 2
i h Entry No. 2.............: MAJOR ROADS L 49.34 5 9
Entry No. 3.............. PERVIOUS L 514.50 3.5 ] (1
Entry No. 4.............. IMPERVIOUS L 235.83 3.5 7 ! it
Point Stage Storage Discharger
No. (ft) (af) (cfe) 1�
1 2.00 0.00 i )0.00
2 2.50 34.34 5.53 '+ a
: 4 3 3.00 68.68 15.65 r r
r u' 4 3.50 103.02 28.75
5 4.00 164.16 44.26
6 4.50 278.90 61.86
7 5.00 447.24 81.32 ::`}, f'M
8 5.50 670.73 102.47
' 9 6.00 950.90 125.20 (..
10 6.50 1207.75 149.39 1,
11 7.00 1661.29 1]4.97 r 6�
�: r, 143 1 F�'
• 12 7.50 2104.71 201.86
rf kl 13 8.00 2531.22 230.01 + t h
# 14 8.50 2960.80 259.35
is 9.00 3393.48 286.16 1
16 9.50 3827.69 296.20 1i 17 10.00 4261.91 305.92 1
4 r +
+ - - - - - R E S E R V 0 I R - - - - - 4;hr
Rain Accum. Basin Accum. Accent. Instant Average
Time fall Runoff Diechge Inflow Volume Outflow Dischge Dlnchge Stag,
eti r (hr) (in) (in) (Cf s) (af) (af) (nf) (cfe) (cfe) (f[
.00 0. 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
4 „ a
4.00 0.35 0.00 0.0 0.0 0,0 0.0 0.0 0.0 2.00
8.00 0.71 0.02 17.4 2.2 2.2 0.0 0.3 0.1 2.03 Y •` "t ° 12.00 2.06 0.12 36.0 11.4 11.1 0.3 1.7 0.9 2.16 r1N j i
Fat-wh.j 20.00 1.41 0.28 a8.8 25.7 24.4 1.2 3.9 2,] x.35
20.00 1.76 0.47 58.1 43.5 40.5 3.0 7.2 5.2 2.58 �sf+;y4� a •;
ti j i i� is 24.00 2.12 0.69 64.9 63.9 57.8 6.2 12.2 9.7 2.83
+! i 28.00 2.63 1.05 105.3 97.2 85.5 11.7 21.7 16.6 3.23
Ilsj i 32.00 3.15 1.45 112.8 133.4 112.9 20.5 31.0 26.7 3.57 "r
36.00 3.66 1.86 118.3 171.7 139.8 31.9 37.6 34.4 3.79 ,
i 40.00 4.18 2.30 122.4 211.5 166.1 45.5 44.4 41.1 4.00
�ry.H 44.00 4.69 2.74 125.6 252.6 191.8 60.0 48.3 46.3 4.11
48.00 5.21 3.20 126.1 294.6 217.2 77.4 52.2 50.3 4.23 t
52.00 5.86 3.79 206.0 348.8 253.4 95.5 57.6 54.7 4.38
56.00 7.19 5.02 453.2 462.4 346.2 116.3 69.1 62.9 4.69
58.00 8.29 6.06 674.2 558.1 429.7 128.4 78.5 73.4 4.93
' i r 59.00 9.11 6.83 988.2 629.4 494.3 135.1 84.8 81.5 5.08
59.50 9.83 7.52 1552.1 693.4 554.7 138.7 90.0 87.3 5.20
59.75 12.27 9.89 10548.3 912.4 770.7 140.7 301.E 95,0 5.48
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City of Dania Drainage Study
98
Company Name..............: Barry L Calvin Engineer.
execution Date............: 07-03-1996 .<r
_. Program Nana..............: SCSI -- (05/06/86)
Project Name.............. DANIA DRAINAGE STUDY BASIN 3
Engineer'¢ Name...........: LEONARDO RODRIGUEZ
Project Area............... 92.04 acre.
".4 Ground Storage............: 2.61 !oche.
Ternlnat ion Discharge.....: 50 cfa
Oiatrlbutlon Type.........: SFNMD
Return Frequency.......... 100 year,
Y Rainfall Duration.........: 3 -day
24-hr Rainfall............. 14.5 inch..
R,porting Sequence........: StandardLted
e
I 3�4 Weir Information..........: Length-Ft Elev.NGVD-Ft Coefficient �a
2 2 3.13 A Culvert Information.......: ength-Ft DLameter-Ft N-Value !
so 2 0.024
sty Storage Information.......: Cam t
a portent Storage Area Start ft) Ending fElev
t)
Nome Type (.ere.) (NGVp-ft) (NCVO-ft) '
Entry No. 2.............: MNOR ROADS L 7.23 5 ))
p.. Entry No. 2.............y PERVIOUS 9 ('+t
L 12.78 3.5 7
R 4 �. Entry No.Stage
..... age SMPERVSOUS L 12.]B 3.5 ]
Point Stage Storage Di.charge r
.. No. (ft) laf) refs)
t+':'+
1 2.00 0 00 0.00 i
• 2 2.50 0.00 2.21
3 3.00 0.00 6.26 p :f I
ti t
d 3.50
5 4.00 2.21 17.7� t
6 4.50 8.82 20.97
is. 7 5.00 19.85 22.90 trl3 y
r 1y t 8 5.50 35.51 24.82 ; t
4 9 6.00 56.04 26.53
10 6.50 81.43 28.14
11 7.00 111.60 29.66
4 pj, 12 7.50 144.59 31.11
13 8.00 177.95 32.49 }
yf 14 8.50 211.76 33.02 ,• '
15 9.00 246.02 35.10
16 MO 280.51 36.33
17 30.00 315.00 37.52
R E S E R V 0 I R - - - - -
y Rain Accum. Bain Accum. Accum. Inatant Average
r Time fall Runoff Dlachge Inflow V01-0 Outflow DL.chg. Dtachgo stage
r 4 s4 (he) (in) (in) (cf. (af) (cfa) (cfa) (ft)
.00 0. 0.00 0.0 0.0 0.0 0.0 0.0
4 0.0 2.00 ^,3C5pb
y .00 0.35 75 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00iaQ }3 8.00 0.71 0.01 1.0 0.1 0.0 0.1 1.0 0.2 2.22•t t� j1aA 12.00 1.06 0.09 2.5 0.7 0.0 0.7 2.5 1.8 2.53 Yi 16.00 1.41 0.22 3.6 1.7 0.0 1.7 3.6 3.1 2.6] r'20.00 1.76 0.40 'r
6.d 3.0 0.0 3.0 4.4 4.0 2.77 �i
npz1 . 24.00 2.12 0.60 5.0 4.6 0.1 4.5 5.0 4.7 2.84
1 �+ 28.00 2.63 0.94 8.2 7.2 0.1 7.1 8.2 7.7 3.19 1 + P 32.00 3.15 1.31 8.9 10.0 0.1 9.9 8.9 8.6 3.25 36.00 3.66 1.71 9.4 13.1 0.1 13.0 9.4 9.2 3.30
40.00 4.18 2.12 9.8 16.3 0.1 16.2 9.8 9.6 3.34
fjt k�' 44.00 4.69 2.55 10.1 19.6 0.1 19.5 10.1 10.0 3.37
r )lr r d8.00 5.21 3.00 10.4 23.0 0.1 22.9 10.4 10.3 3.39
r i 52.00 5.86 3.57 16.6 27.4 0.6 26.8 12.8 11.8 3.60
56.00 7.19 4.78 37.1 36.7 4.6 32.1 18.7 16.l 4.15
55.4
i 1 56.00 7.19 4.78 '
50.5 3.3 37.2 21.9 19.7 6.48 r'F 59.00 9.11 6.5 81.3 SO.d 13.3 37.3 31.6 22.2 4.66
a $9.50 9.83 7.25 127.8 55.6 17.6 38.0 22.3 22.0 4.84
( 59.75 12.27 9.60 870.4 13.6 35.1 38.5 23.7 23.0 5.20
I 60.00 14.72 11.97 881.1 91.8 52.8 39.0 25.5 24.6 5.70
60.50 15.78 13.01 192.1 99.8 59.7 40.1 26.6 3
6.0} 61.00 16.33 13.55 100.2 103.9 62.7 41.2 26.9 26.26.2 6. 3
t ! ? 62.00 17.07 14.27 60.7 109.5 66.0 43.4 27.1 27.0 6.18
t y 66.00 17.97 15.15 39.7 116.2 68.3 47.9 27.3 27.2 6.23
( 68.00 19.01 16.18 23.8 124.1 67.2 56.9 27.2 27.3 6.21
y 1 72.00 19.71 16.87 15.9 129.4 63.5 65.9 27.0 27.1 6.14 r 4 Maximum stage = 6.24 feet
Maximum DL.charge r 27.29 cfa
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City of Dania Drainage Study
99
' Company Nama............... Berry E Calvin Engineers
Execution Date............. 07_03-1996
Program Nam...............i SCSI " .
-- (05/06/86)
Project Name..............i DANIA DRAINAGE STUDY BASIN 4
Engineer's Neme...........I LEONARDO RODRIGUEZ
Project Area............... 694.69 acre.
Ground Storage............. 2.3 inches
Termination Ulecharg....... 50 cfe
Dlatrlbutlon Typo.,,,,,,,,. SFNxD
M1"ficcqV� Return Frequency....,...,.. 100 years
J,` Rainfall Duration.......... 3 -day
Fy 24-hr Rainfall.,........... 14.5 inch..
41 Reporting Sequence......... Standardized y
L I'� Neir Information........... Length-Ft E18v.NGVD-Ft Coefficient
f r
e'. Culvert Information........ Len to-Ft 2 3.13
rt
9 Dlemoter-Ft N-Value
50 4 .024 L ,4
Y.
Storage Information......., Component Storage Area Start Elev Ending Elev
Mama Type (acres) (NGVD-ft) (NGVD-£t)�y Entry No. I.............. LAKE V 23.20 2 !i r laA J
f In Entry No. 2.............I MAJOR ROADS L 73.22 4 9t d Entry No. 3.............. PERVIOUS
{r Entry No. 4...... L 324.07 3.5 7
119480 07........ IMPERVIOUS L 3243.5 7 �Point Stage Storage Discharg.
No. Ittl (ef) (cfe) 3(t{' 1 ,1
1 2.00 0.00 0.00 fl� � I
2 2.50 11.60 4.43 , t
'. 3 3.00 23.20 12.52 r °
4 3.50 34.80 23.00
5 4.00 62.25 35.4141 YiA4.,
4.50 123.24 49.49d
7 S.00 219.59 65.06 !
v i e 5.5050 351.31 81.98
k 9 6400 518.40
300.16
ix SO . ]20.85 119.52
7
! 11 .0000 958.67 139.98
12 7.50 1216.00 154.67
14]6.99 161.55 qp >
(' is 8.00
8.50 1741.65 168.14 ; r
15 9.00 2009.96 174./9 fr,16 9.So 2280.11 180.61 ,x
i 17 10.00 2550.25 186.54
rr
{ - RE SE R VOI p - - - - - (y My
1q1 j fall Runoff seem Ace=lnfl. Acesm. Instant Average
¢}+ Time fall Runoff Diachg.(.fe) Inflow Volume outflow Diechgo Diachge Stage( (he) Ilnl (in) (ate) (af) (af) (af) (Cf.) (cfe) (tt)
tlW 0.00 0.00 0.00S<0.0 0.0 0.0 0.0 0.0 0.0 2.00 8.00 0.71 3
.00 0. 0.00 00 0.0 0.0 0.0 0.0 0.0 2.00
71 0.02 1 .0.9 1.4 1.3 0.0 0.5 0.1 2.05
p i $.00 1.06 0.12 22.6 7.2 6.7
16.00 0.5 2.5 1.4 2.28 ?
{{ 1.41 0.28 30.7 16.1 14.3 1.8 6.1 4.0 2.60 \�20.00 1.76 0.67 36.5 27.3 22.6 4.0 11.8 9.0 2.96
�P 24.00 2.12 0.69 40.8 40.2 30.4 9.8 18.6 15.2 3.29
28.00 2.63 1.05 66.1 61.1 43.6 17.5 26.7 23.3 3.65
µ 32.00 3.15 1.45 70.8 83.8 56.5 27.3 32.5 29.6 3.88
7 36.00 3.66 1,86 74.3 107.8 69.0 38.8 36.8 35.0 4.05
44 r i ! 4 .00 4. 2. 76.9 132.9 81.4 51.5 39.7 38.2 4.15
.00 4.69 69 2.74]4 78.9 158.7 93.6 65.0 42.5 41.1 4.25 f
48.00 5.21 3.20 60.5 185.0 105.5 79.5 45.2 47.0 4.25
i
52.00 5.86 3.79 129.4 219.1 124,.0 95.3 49.4 47.1 4.50} 56.00 7.19 5.02 284.7 290.5 177.9 112.6 49.4 47.1 4.50
S 77
58.00 8.29 6.06 423.5 350.6 227.8 122.8 65.6 5..4 01
fi1 59.00 9.11 6.83 620.7 395.4 267.0 138.4 70.3 6 . 5.01 59.50 9.83 7.52 975.0 435.E 304.2 131.3 74.6 72.4 5.28
59.75 12.27 9.89 6625.9 572.5 439.5 133.0 84.1 79.4
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4 y; 60.00 14.72 12.28 6690.8 710.7 575.9 134.9 98.9 91.5 5.97
60.50 15.78 13.32 1456.9 770.9 631.7 139.2 109.5 105.6 6.24
61.00 16.33 13.86 759.4 802.3 658.4 143.8 112.8 111.3 6.33
62.00 17.07 14.59 460.3 844.4 691.1 153.3 116.2 114.7 6.41
J 64.00 17.97 15.47 300.6 895.7 722.9 172.E 119.4 117.9 6.50
68.00 19.01 16.5o 180.6 955.4 742.8 212.6 121.2 120.4 6.54
72.00 19.71 17.19 120.5 995.2 742.5 252.7 121.3 121.3 6.54
80.00 19.71 17.19 0.0 995.2 664.6 330.6 114.1 117.8 6.36
$8.00 19.71 17.19 0.0 995.2 591.5 403.7 107.1 110.6 6.18
..'p 96.00 19.71 17.19 0.0 995.2 522.8 472.4 100.6 103.8 6.01 -
104.00 19.71 17.19 0.0 995.2 458.6 536.6 93.7 97.1 5.82
e
f 120.00 19.71 37.19 0.0 995.2 343.3 596J 80.9 84.1 5.64
y 120.00 39.73 37.19 0.0 995.2 3d3.3 651.9 80.9 84.1 5.d7
try i" J. 132.00 19.71 17.19 0.0 995.2 267.9 727.3 71.3 76.0 5.18
i' f{ 144.00 19.71 17.19 0.0 995.2 201.6 793.6 62.2 66.6 4.91
ryt� 156.00 19.71 17.19 0.0 995.2 144.7 850.5 53.0 57.4 4.61
160.50 19.71 17.19 0.0 995.2 125.6 869.6 49.9 51.4 4.51 r ' �
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,{. Maximum Stage • 6.54 feet
Maximum DiBchargo 121.29 efs
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City of Dania Drainage Study 101
Company Nees............... Berry L Calvin Engineers
> Execution Date,............ 07-03-1996 -
Progress Name............... SCSI -- (05/06/66)
Project Name............... DANIA DRAINAGE STUDY BASIN So
•' 4, Engineer'. Nerve...........: LEONARDO RODRIGUEZ
gy Project Area............... 261.99 acres " -
c'.n} Ground Storage............: 2.3 inches
Termination Discharge.....: 50 cfe
'( Distribution Type.........: SFNND
Return Frequency..........: 100 years
Rainfall Duration.........: 3 -day
' 9 24-hr Rainfall............. 14.5 inches
Reporting Sequence........: Standardized
1 Weir Information..........: Length-Ft Elev.NGVD-Ft Coefficient
4 2 3.23
!!n ' Culvert Infomation.......: Length-Ft Diameter-Ft N-Value
50 4 0.024 ,
� r Storage Information.......: Component Storage Area Start Elev Ending Elev
a2 Name Type (acres) (NGVD-ft) (NGVO-ft) '
Entry No. 1.............x LARE V 1.46 2
r Entry No. 2.............: MAJOR ROADS L 11.01 8 12 ,k, f
• Entry He. 3.............. PERVIOUS L 109.86 3 7
`z ty Entry No. 4.............: IMPERVIOUS L 65.28 3.25 7
^R Point Stage Storage Discharge ':'-,
No. (ft) (of) (cfe) ,.i � 1 2.00 0.00 0.00 ra q
r 2 2.50 0.73 4.43
" 1 3 3.00 1.46 12.52 `` )
Y• 4 4.00 6.17 23.00 4`Fl s . 0 21.55 35.41
y 6 4.50 48.25 49.49 7
i w 7 5.00 85.97 65.06 r�
'. , 8 5.50 135.00 81.98
L 9 6.00 195.26 100.16
10 6.50 266.73 119.521
11 7.00 349.42 139.98
12 7.50 437.72 154.67 t ,�
p,x 13 6.50 614.66 168.14 i
i 14 8.50 61d.66 168.16 '
Yp- 15 9.00 704.00 174.49
x . 16 9.50 794.02 180.61
17 10.00 884.73 186.54 a
e 18 10.50 976.12 192.28
I
} 19 11.00 1068.21 197.85 rj!
20 11.50 1160.98 203.18
4, 21 12.00 3254.44 208.56
E S E R V O I R - - - - -
t' T
Min Aee=. Basin Ace=. Accum. Instant Average
} 1 Time fall Runoff Dlachge Inflow Volume outflow Diechge Dlachge Stage
¢yl" (hr) (in) (in) (efe) (of) (af) (of) (cfe) (cfe) (ft) is(
t
0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
4.00 0.35 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 nY
8.00 0.71 0.02 4.1 0.5 0.4 0.2 1.9 0.5 2.22 `
Tr r/ 12.00 1.06 0.12 8.5 2.7 1.2 1.6 7.2 4.4 2.67
16.00 1.41 0.28 11.6 6.1 1.4 4.7 10.8 9.2 2.89
a°s ; 20.00 1.76 0.47 13.8 10.3 1.7 8.6 12.7 12.0 3.01 Y 1ar7a
24.00 2.12 0.69 15.4 15.1 2.2 13.0 13.8 23.2 3.06 x }
f
'ly} 28.00 2.63 1.05 24.9 23.0 4.6 18.4 19.0 16.5 3.31
k 32.00 3.15 1.45 26.7 31.6 6.3 25.3 22.6 20.9 3.48 .
36.00 3.66 1.86 28.0 40.7 7.6 33.1 23.9 23.4 3.54 :r
40.00 4.18 2.30 29.0 50.1 9.0 41.1 25.0 24.5 3.58
44.00 4.69 2.74 29.6 59.8 10.2 49.6 26.0 25.5 3.62
t {
48.00 5.21 3.20 30.4 69.8 11.4 58.4 27.0 26.5 3.66
56.00 7.19 5.02 07.8 09.5 30.6 79.0 39.6 34.3 4.77
15
58.00 6.29 6.06 159.7 132.2 46.1 86.1 47.5 43.2 4.43
59.00 9.11 6.83 234.1 149.1 58.6 90.3 52.9 50.1 4.61
F . 59.50 9.63 7.52 367.7 264.3 71.7 92.5 57.6 55.1 4.61
1 's 59.50 9.83 7.52 J67.7 164.3 71.] 92.5 57.6 55.1 4.76
j r 60.00 12.72 2.28 2523.3 268.0 122.6 95.4 85.5 77.0 5.60
I } ' 60.50 15.72 13.32 2549.4 290.7 172.E 99.3 97.3 92.9 5.92
r, 60.50 15.78 13.72 569.d 390.7 191.5 99.3 97.3 92.9 5.92
61.00 16.33 13.86 286.4 302.6 199.2 103.4 100.4 99.1 6.01
r } 62.00 17.07 14.59 173.6 318.5 206.7 111.8 102.8 101.8 6.07
�) 64.00 17.97 15.47 113.4 337.8 209.0 128.8 103.6 103.3 6.09
Y 68.00 19.01 16.50 68.1 360.3 197.7 162.6 100.6 102.1 6.01
1
s 72.00 19.71 17.19 45.4 375.3 180.3 195.0 95.5 98.1 5.87
} i 88.00 19.71 17.19 0.0 375.3 177.0 298.3 61.4 69.5 4.88 f,
94.25 19.71 17.19 0.0 375.3 48.5 326.9 49.6 55.3 4.50
94.25 19.71 17.19 0.0 375.3 4B.5 326.9 d9.6 55.3 6.50
J �
y jt%Maxlmvm Stage m 6.09 feet
Maximum Discharge • 103.55 cEo ,: r
Jul 15 1996
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foil j City of Dania Drainage Study 102
Company Name..............: Barry 6 Calvin Engineern
-,� execution Date............1 07-03-1996
1.
•p• [� Program Name............... SCSI -- (05/06/86) .... •
v
Project Name..............: DANIA DRAINAGE STUDY BASIN 5b
Engineer'. Name...........: LEONARDO RODRIGUEZ
Project Area............... 425.39 acres
• :;, Ground Storage............1 2.45 inches
�i Termination Diochargo.....: 50 cfe
Distribution
Type
..........
SFWHD
Return Frequency..........
1 100 years
Rainfall Duration.........
1
3 day
24-hr Rainfall............z 16.5 inches 1
Reporting Sequence........: Standardited
Pump Pump On Pump Off Pump Rate
No. Elevation Elevation Discharge
!ty/li (ft) (ft) (cfe)
1 4.00 2.00 31.20
z
1 v Storage Information.......t Component� Storage Area Start Ending Elev '1+ Name Typo (ncree) (NGVO-f ft)t� (NOVD-ft)
Entry No. 1.............z LAKE V 14.76 2 I
Entry No. 2.............) MAJOR ROADS L 13.98 8 12 Ft
Entry No. 3.............I PERVIOUS L 187.02 3 7 r
, Entry No. 4.............z IMPERVIOUS L 100.49 3.25 7
Point Stage Storage
s No. (ft) (af) r v
" S.. 1 2.00 0.00 k ',
/ }a 2 2.50 7.38
7 )Rl 3 3.00 14.76
F7 4 3.50 28.82
5 4.00 60.43 F{ ^
e 6 4.50 110.43 } Hn
7 5.00 178.82
8 5.50 265.60 }} Y4z 1A1
9 6.00 370.76 7
10 6.50 494.32
11 7.00 636.26
12 7.50 787.39 'y f
13 8.00 938.53
14 8.50 1090.10
^,�;•; 15 9.00 1242.55 � H
` f 16 9.50 1395.87 '
) f
17 30.00 1550.06
7 18 10.50 1705.13 '27 So7�1 {f z
�.-. 19 11.00 1861.07 ` <
20 11.50 2017.88 f
21 12.00 2175.57
t " tt9
( - R E S E R V O I R - - - - -
`
(+ + Rein Accum. Basin Aceem. Ace.. Instant Average Y
F F16 Time fall Runoff Dieehge Inflow Volume Outflow Dischge Dischge Stage d xyrv!
(hr) (in) (in) (cfa) (4f) (af) (af) (cfe) (cfs) (ft) MI
S .00 0. 0.00 0.0 0.0 0.0 0.0 0.0 .0 2.00
4 Yt h
Y .00 0.35 0.00 0.0 0.0 0.0 0.0 0.0 2.0 2.00 n7 P f
7f 8.00 0.71 0.02 5.6 0.6 0.6 0.0 0.0 0.0 2.04
12.00 1.06 0.11 12.7 3.8 3.8 0.0 0.0 0.0 2.25
Oy 16.00 1.41 0.25 17.7 8.9 8.9 0.0 0.0 0.0 2.59
20.00 1.76 0.44 21.4 15.5 15.5 0.0 0.0 0.0 3.02 vsx{
- 24.00 2.12 0.65 24.1 23.0 23.0 0.0 0.0 0.0 3.28
28.00 2.67 1.00 39.4 35.4 35.4 0.0 0.0 0.0 3.60 12n„L
R 32.00 3.15 1.38 42.4 49.0 49.0 0.0 0.0 0.0 3.81
F r 36.00 3.66 1.79 44.7 63.4 62.1 1.3 31.2 4.9 4.01
1 40.00 4.16 2.21 46.4 78.5 66.9 11.6 31.2 31.2 4.06
i+M I 44.00 4.69 2.65 47.7 94.1 72.1 21.9 31.2 31.2 4.11
48.00 5.21 3.10 48.7 110.0 77,8 32.2 31.2 31.2 4.17
52.00 5.86 3.69 70.5 130.7 88.1 42.5 31.2 31.2 4.27
.-a 56.00 7.19 4.91 173.1 174.0 121.1 52.9 31.2 31.2 4.57d.
56.00 8.29 5.94 257.8 210.5 152.5 58.0 31.2 31.2 4.79
L
•'-1b: 59.00 9.11 6.71 378.1 237.8 177.2 60.6 31.2 31.2 4.96
59.50 9.87 7.40 594.2 262.3 200.4 61.9 31.2 31.2 5.09
60.00 14.72 12.14 4086.0 430.3 367.1 63.2 31.2 31.2 5.78
60.50 15.78 13.1.7 890.2 467.0 402.6 64.5 31.2 31.2 6.09
61.00 16.33 13.72 464.1 486.2 420.4 65.8 32.2 31.2 6.18
62.00 17.07 14.44 281.3 512.0 443.6 68.3 31.2 31.2 6.28
64.00 17.97 15.33 163.8 $43.3 469.5 73.5 31.2 31.2 6.39 '
,S 68.00 19.01 16.36 110.4 679.8 496.0 83.8 31.2 31.2 6.50
72.00 19.71 17.04 73.7 604.1 510.0 94.1 31.2 31.2 6.55
s 5
f f Maximum stage • 6.55 feet
�j Hui. Discharge • 31.20 cfa '
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Ceopany Neme..............: Berry 4 Calvin Engineers `
Execution Date............. 07-00-1996
Program Nano............... SCSI -- (05/06/86)
Project Name............... .:.
DANIA DRAINAGE STUDY DASIN Sb EXCLUDING 19.63 ACRES OF FEDERAL NNY
{ Engineer's Name...........: LEONARDO RODRIGUEZ ,
Project Area............... 389.24 acres
-'M Ground Storage............. 2.6 Inch,,
,7 Te[minatlon Discharge...... 10 cfa
�:..' Distribution Type.......... SFNND
Return Frequency........... 100 years
e Rainfall Duration.......... 3 -day
24-hr Rainfall............. 14.5 inches
1L ) Reporting Sequence......,,. Standardized
Pump Pump On Pump Off Pump Rate
n No. Elevation Elevation Discharger = )
' (ft) (ft) (cfe) .
{y 1 4.00 2.00 31.20 r
Storage Information.......: component Storage Area Start Elev Ending Elev Y
Lh
` .............: NeoH. V� ICABs) (2GVD-ft) (NGVD-ft)
Entry No. 1 LAKE i a
Entry No. 2.............. MAJOR ROADS L 9.21 8 12 F}< Entry No. 3.............. PERVIOUS L 181.60 3 i,
Entry No. 4.............. IMPERVIOUS 7
L 91.61 ].25 7
v Point Stag. Storage
No. (ft) (4f)
k 1 2.00 0.00
2 2.50 7.38
3 3.00 14.76 1 r �
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8 5.50 255.39
9 6.00 355.73
y 30 7. 0473.54
11 .0 608
0 608.8181
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13 8.00 896.80 Y ({
14 0.50 1041.08
1 15 9.00 1185.94 Yw.16 9.50 1331.37 ( )
h ¢ 17 10.00 1477.38 r1 }
A 18 10.50 1623.97
19 11.00 2771.13
', S 20 11.50 1918.86
4. 21 12.00 2067.18
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Rain Aecum. Eaaln Accum. Ace=. Instant Average
kf Time fall Runoff DLachga Inflow volume outflow Diaehgo Dlechg' e `
(hr) (in) (in) (cfe) (af) (Af) (af) (Cf.) (cfe Sag) r
Wrt
.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00
'C 4
t .00 0.3535 0.00 0.0 0.0 0.0 0.0 0.0 0.0 2.00 `
P 0.00 0.71 0.01 4.2 0.4 0.4 0.0 0.0 0.0 2.02 t�
12.00 1.06 0.09 10.7 3.0 3.0 0.0 0.0 0.0 2.20
16.00 1.41 0.23 15.3 7.4 7.4 0.0 0.0 0.0 2.49
* i 20.00 1.76 0.40 18.7 13.1 13.1 0.0 0.0 0.0 2.87
28.00 2.12 0.61 21.3 19.7 19.7 0.0 0.0 0.0 3.17
y'i 28.00 2.63 0.95 35.0 30.7 30.7 0.0 0.0 ]
32.00 3.15 2.32 37.9 42.8 42.8 0.0 0.0 0.0 3.0.0 3.53
36.00 3.66 1.72 40.1 55.7 55.7 0.0 0.0 0.0 3.94
40.00 4.18 2.14 41.7 69.3 62.2 7.1 31.2 22.4 4.03 j•
44.00 4.69 2.57 43.0 83.3 65.9 17.4 31.2 31.2 4.07
48.00 5.21 3.01 44.0 97.7 70.0 27.7 31.2 31.2 4.11
52.00 5.66 3.59 71.1 116.4 78.4 38.0 31.2 31.2 4.19
56.00 7.19 4.80 157.1 155.7 107.4 48.3 31.2 31.2 4.49
58.00 8.29 5.83 234.4 189.0 135.5 53.5 33.2 71.2 4.70
59,00 9.11 6.59 344.1 213.8 157.7 56.1 31.2 31.2 4.86
;q 59.50 9.83 7.28 541.1 236.1 178.7 57.4 31.2 31.2 5.00
59.75 12.27 9.63 3684.1 312.2 254.2 58.0 31.2 31.2 5.26
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60.00 14.72 12.00 3728.2 369.2 330.6 58.7 31.2 31.2 5.68
60.50 15.78 13.03 812.7 4220 362,E 60.0 31.2 31.2 5.99
.
62.00 17.07 14.30 256.9 463.6 400.0 18
31.2 31,2 6
.8 .
63 64.00 17.97 15.18 167.8 492.5 423.5 69.0 31.2 31.2 628
68.00 19.01 16.21 100.9 525.8 446.5 79.3 31.2 31.2 6.38
72.00 19.71 16.90 67.3 548.0 458.4 09.6 31.2 31.2 6.43
80.00 19.71 16.90 0.0 548.0 437.8 110.2 31.2 31.2 6.35
M1 68.00 19.71 16.90 0.0 548.0 4I7.2 130.9 31.2 31.2 6.26
T 96.00 19.71 16.90 0.0 548.0 396.6 151.5 31.2 31.2 6.17
104.00 19.71 16.90 0.0 548.0 375.9 172.1 31.2 31.2 6.17
?A f, 113.00 19.71 16.90 0.0 548.0 355.3 292.7 31,2 31.2 fi.00
120.00 19.71 16.90 0.0 548.0 334.7 213.4 31.2 31.2 6.00
�= 132.00 19.71 16.90 0.0 548.0 303.7 244.1 31.2 31.2 5.74
144.00 19.71 16.90 0.0 548.0 272.8 275.3 31.2 31.2 5.59
y 168.00 19.71 16.90 0.0 548.0 156.00 19.71 16.90 0.0 548.0 241.9 306.2 31.2 31.2 5.42
rf;• 180.00 19.71 16.90 0.0 548.0 310.9 337.1 31.2 31.2 5.23 y.
1' 192.00 19.71 180.0 368.1 31.2 31.2 5.05 ..
16.90 0.0 548.0 149.0 399.0 31.2 h 20/.00 19.71 16.90 0.0 548.0 318.1 430.0 31.2 31.2 32.2 4.82 zy
216.00 19.71 16.90 0.0 548.0 87.1 460.9 31.2 31 2 4.29 ( h 228.00 19.71 16.90 4.29 16.90 0.0 548.0 25.3 691.E 31.2 31.2 3.95
t 240.00 19.71 16.90 0.0 548.0 25.3 522.8 31.2 3 38
460.00 19.]1 30.8 jjj v a 1
v'. 0.0 548.0 -O.J 548.4 0.0 30.8 1.98
r % Marlmue Stage • 6.43 feet
y, Marlmee Discharge • 31.20 efa �)}
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City of Dania Drainage Study 105
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Company Name..............: Barry L Calvin Engineers
Execution Date............. 07-03-1996
4
.`: Program Name..............I SCSI -- (05/06/86)
Project Name..............: DANIA DRAINAGE STUDY BASIN 5c
Engineer's Remo...........: LEON AND 0 RODRIGUEZ
Project Area..............: 290 acres
g' Ground Storage............. 2.76 1ncAae
Termination Discharge.....: 50 cte
Distribution Type.........1 SPNMD
Return Frequency..........: 300 years
Rainfall Duration.........1 3 -day
n, 24-hr Rainfall............. 14.5 inch..
Reporting Sequence......... Standardised
f
Y`y � Storage Information.......: Component Storage Area Start Elev Ending Slav
Name Type (acres) (NGVD-ft) (NGVD-ft) .rJy..
III Entry No. I.............I MAJOR ROADS 1 20.65 B 12
Entry No. 2.............: PERVIOUS L 122.72 3 7 }J'
J!. Entry No. 3.............. IMPERVIOUS L 57.26 3.25 7
,w Point Stage Storage Dlaeharge
No. (ft) (af) (efe)
1 2.00 0.00 0.00 ,.
:5 2 2.50 0.00 0.00 k{.
3 3.00 0.00 0.00lo
�7 5
4 3.50 4.31 0.00 f
>M1 ' S 4.00 19.63 0.00
6 4.50 46.44 0.00 rw t
7 5.00 04.74 0.00
B 5.50 134.53 0.00
9 6. 0 . 0.00 y; y
i' 30 .5 .56 56 0.00
7 .xE
11 .00 268 26800 352.80 0.00
� t 12 . 442.79 O.OU
0
13 0.0000 532.7E 0.00 '
14 8.50 623.42 0.00 }!
15 9.00 725.34 0.00 _
+ * 16 9.50 808.56 0.00 Y
17 10.00 903.07 0.00 ,r
+ h 18 10.50 998.87 0.00
x 19 11.00 1095.95 0.00
20 11.50 1194.33 0.00
21 12.00 1294.00 0.00 ie Y
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- R E S E R V O I R -
�h Rain Accum. Basin Accum. Aeeum. Instant Average
4 R Time fall Runoff Di.chge Inflow Volume outflow 9lschge Dlechga Stage
(hr) (in) (in) refs) (af) (af) (af) (cfo) (cf.) (ft)
h 1
ly 1
u `EW .00 . 0.00 0.0 0.0 0.0 0.o D.o 0.0 zoo
4 0 y�-44'9
J t( 1 .0o .3535 0.00 0.0 0.0 0.0 0.0 0.0 0.0 3.00 -
M7 F 8.00 0.71 0.02 4.3 0.5 0.5 0.0 0.0 0.0 3.05 777y�, r
rtr 12.00 2.06 0.12 9.1 2.8 2.8 0.0 0.0 0.0 3.31
1 , 1 16.00 1.41 0.27 12.5 6.5 6.5 0.0 0.0 0.0 3.57 ,li r
20.00 1.76 0.46 15.0 11.0 11.0 0.0 0.0 0.0 3.71
r Jr xa 24.00 2.12 0.68 16.8 16.3 16.3 0.0 0.0 0.0 3.89
tl ! } 28.00 2.63 1.03 27.3 24.9 24.9 0.0 0.0 0.0 4.09 :p*ir I 1'V3 32.00 3.15 1.42 29.3 34.3 34.3 0.0 0.0 0.0 4.27 t~av
36.00 3.66 1.83 30.0 44.3 44.3 0.0 0.0 0.0 4.45
Is1 r 40.00 4.18 2.26 31.9 54.7 54.7 0.0 0.0 0.0 4.60
r 44.00 4.69 2.71 32.8 65.4 65.4 0.0 0.0 0,0 4.74
48.00 5.21 3.16 33.4 76.3 76.3 0.0 0.0 0.0 4.89
j 2 { 52.00 5.86 3.75 53.0 90.5 90.5 0.0 0.0 0.0 5.05
56.00 7.19 4.97 118.5 220.2 120.2 0.0 0.0 0.0 5.34
1 yr 58.00 8.29 6.01 176.4 145.2 145.2 0.0 0.0 0.0 5.57
- 4 •`': 59.00 9.11 6.78 258.6 163.9 163.9 0.0 0.0 0.0 5.72 ;
59.50 9.83 7.47 406.3 180.6 160.6 0.0 0.0 0.0 5.84
1�1,. 59.75 12.27 9.84 2761.9 237.7 237.7 0.0 0.0 0.0 6.09
60.00 14.72 12.22 2790.1 295.3 295.3 0.0 0.0 0.0 6.49
60.50 15.7E 13.26 607.7 320.4 320.4 0.0 0.0 0.0 6.77
r t 61.00 16.33 13.80 316.8 333.5 333.5 0.0 0.0 0.0 6.87
t I 62.00 17.07 14.53 192.0 351.1 351.1 0.0 0.0 0.0 6.98
' xt 64.00 17.97 15.41 125.4 372.5 372.5 0.0 0.0 0.0 7.10
/ti r 68.00 19.01 16.44 75.3 397.4 397.4 0.0 0.0 0.0 7.24
v+ J, 72.00 19.71 17.13 $0.3 414.0 414.0 0.0 0.0 0.0 7.34 I
Naxlmum Stage , 7.34 feat
Mu imm Discharge Dlachaego - 0.00 cfo
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City of Dania Drainage Study 106
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City of Dania Drainage Study 107
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FIGURE 17 : 1 - DAY RAINFALL 10 YEAR RETURN PERIOD
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City of Dania Drainage Study 108
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{ FIGURE 18 : 1 - DAY RAINFALL 25 YEAR RETURN PERIOD
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City of Dania Drainage Study 109
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FIGURE 19 : 1 - DAY RAINFALL 100 YEAR RETURN PERIOD
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City of Dania Drainage Study 110
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FIGURE 20 : AVERAGE DRY SEASON WATER LEVELS
LEGEND
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PALM S°O'RD SCAJH COUNTY 1 I
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AICURES IN PARCNYNCSIS IEn
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FIGURE 21 : AVERAGE WET SEASON WATER LEVELS
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FIGURE 22 : 10 YEAR FLOOD ELEVATION MAP
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These images were
produced in the normal
course of business by:
The Microfilm Depot/
Advanced Imaging Solutions
p- 1213 South 30th Avenue
Hollywood Florida 33020
j Brow: (954) 927-4404
Dade: (305) 625-0509
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