APPLICATION
City Codes Accessed Via Website
www.",wnton-bcach.org
WW\\ .:lllllcl!:.tl.comibovnton beach fl
CITY OF BOYNTON BEACH, FLORIDA
PLANNING & ZONING DIVISION
SITE PLAN REVIEW APPLICATION FOR
NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE PLAN
Has applicant attended a pre-application meeting? Date II/OS jtJ$
, I
This application must be filled out completely, accurately and submitted as an original to the Planning and
Zoning Division. TWELVE COMPLETE, sequentially numbered, ASSEMBLED AND STAPLED sets of plans
including a recent survey and appropriate fee shall be submitted with the application for the initial proces::>..oL._
the Site Plan Review procedure. AN INCOMPLETE SUBMITTAL WILL NOT BE P~Q~Q-::-.-:~--: .._~"",\
'- '1 I ~" ' ~
Please print legibly (in ink) or type all information.
.~
NOV J
I. GENERAL INFORMATION
1.
Project Name: Fire Station # 4
I
I
..-- j
2. Property Owner's (or Trustee's) Name: City of Boynton Rpi'll'n
F'; rp Dppi'lrtmpnt ("',In D;:nrjd Li"
Address: 100 E Boynton Beach Blvd
Phone:
(561) 742-6339
33435
(Zip Code)
Fax: (561) 742-6334
3. Applicant's name (person or business entity in whose name this application is made):
City of Boynton Beach Fire Department
Address: 100 E Boynton Beach Blvd c/o David Liu
33435
(Zip Code)
Phone: ( 561) 742 - 6 3 3 9
Fax: (561) 742-6334
If contract purchaser, please attach contract for sale and purchase.
4. Agent's Name (person, if any, representing applicant): Engineering Department
City of Boynton Beach
Phone:
(561) 742-6485
33435
(Zip Code)
Fax: ( 5 61) 7 4 2 - 6 2 8 5
Address: 100 E Boynton Beach Blvd
5.
Correspondence to be mailed to agent only; if no agent, then to applicant unless a substitute
is specified below:* Engineering Department City of Boynton Beach
P.O. Box 310 Boytnon Beach, Fl 33425
*This is the one address to which all agendas; letters and other materials will be mailed.
6.
What is applicant's interest in the premises affected? (owner, buyer, lessee, builder, developer,
contract purchaser, etc.)
Owner
7. Street address of location of site:
1919 South Federal Highway
33435
8. Property Control #(PCN) 08-43-45-33-00-000-1250
9. Legal description of site: 33-45-43, NLY 275 ft of SLY 1735 ft of
WLY 467.17 ft (less N 110 ft of ELY 383.08 ft) of E 1/2 of
NE 1/4 LYG W of Dixie Hwy.
10. Intended use(s) of site: Fire Station
'~
11.
Architect:
Mike Flattery - CH2M Hill
12.
Landscape Architect:
Chris Dellaqo - CH2M Hill
13. Site Planner: CH2M Hill
14. Engineer: Richard Staudinqer - CH2M Hill
15. Surveyor: Timothy M. Smith
16.
Traffic Engineer:
City of Boynton Beach Engineering Division
17. Has a site plan been previously approved by the City Commission for this property?
None
II. SITE PLAN
The following information must be filled out below and must appear, where applicable, on all copies of
the site plan.
1. Land Use Category shown in the Comprehensive Plan: Commercial / Public Use
2. Zoning District:
3. Area of Site 1. 89 acres 82,328 sq. ft.
4. Land Use -- Acreage Breakdown:
a. Residential, including 0 acres 0 % of site
surrounding lot area of grounds
b. Recreation Areas * 0 acres 0 % of site
(excluding water area)
c. Water Area 0 acres 0 % of site
d.
Commercial 0 acres 0 % of site
Industrial 0 a.~res 0 "/0 or :::,,;e
Public/Institutional 1. 89 acres 100 % of site
Public, Private and Canal rights-of-way 0 acres 0 % of site
Other (specify) 0 acres 0 % of site
Other (specify) 0 acres 0 % of
site
e.
f.
g.
h.
i.
J. Total area of site 1 .89 acres 100 % of site
*including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft.
by 50 ft.
"
5. Surface Cover
a.
b.
c.
courts.
site
d.
e.
10
% of site
Ground floor building 0 . 19
area ("building footprint")
acres
Water area 0
o
% of site
acres
Other impervious areas, including paved area of public & private streets, paved area of parking
lots & driveways (excluding landscaped areas), and sidewalks, patios, decks, and athletic
o . 66 acres 35 % of
Total impervious area
0.85
% of site
45
acres
Landscaped area acres % of site
inside of parking lots (20 sq.ft. per interior parking space required - see Sec. 7.5-35(g) of
Landscape Code).
f.
Other landscaped areas,
% of site
acres
g. Other pervious areas, including golf course, natural areas, yards, and swales, but excluding
water areas acres % of site
fl. Totai pervious areas 1.04 acres 55 % of site
i.
Total area of site
1. 89
% of site
100
acres
6. Floor Area
a. Residential N/A sq. ft.
b. Commercial/Office N/A sq. ft.
c. Industrial/Warehouse N/A sq. ft.
d. Recreational N/A sq. ft.
e. Public/Institutional 8,200 sq. ft.
f. Other (specify) N/A sq. ft.
g.
h.
Other (specify)
N/A
sq. ft.
Total floor area
sq. ft.
7. Number of Residential Dwellinq Units
a. Single-family detached N/A sq. ft.
b. Duplex N/A sq. ft.
c. Multi-Family (3 + attached dwelling units)
(1 ) Efficiency N/A dwelling units
(2) 1 Bedroom N/A dwelling units
(3) 2 Bedroom N/A dwelling units
(4) 3+ Bedroom N/A dwelling units
a, Total multi-family N/A dwelling units
e. Total number of dwelling units N/A
8. Gross Density N/A dwelling units per acre
9. Maximum height of structures on site 30 feet stories
10. Required off-street parkinq
a.
Calculation of required # of
off-street parking spaces.
Off-street parking spaces
provided on site plan
Public Bldg - 4 spaces =
20
=
=
b.
Calculation of required #
of handicap parking spaces
1 - 25 = 1
Number of handicap
spaces provided on site plan
1
=
REPRESENTATIVE OF THE PROJECT MUST BE PRESENT AT ALL
TECHNICAL REVIEW COMMITTEE, PLANNING AND DEVELOPMENT
BOARD OR COMMUNITY REDEVELOPMENT AGENCY (CRA) AND CITY
COMMISSION MEETINGS HELD TO REVIEW THIS PROJECT.
III. CERTIFICATION
(I) (We) understand that this application and all papers 2nd p!2ns submitted herewith cecome a
part of the permanent records of the Planning and Zoning Division (I) (We) hereby certify that
the above statements and any statements or showings in any papers or plans submitted
herewith are true to the best of (my) (our) knowledge and belief. This application will not be
accepted unless signed according to the instructions below.
u~?~
Signature of Owner(s) or Trustee, of
Authorized Principal if property is owned by
a corporation or other business entity.
/0 (1-2-( 0-'1
Date
OR
"
Signature of contract purchaser (if applicant)
Date
IV. AUTHORIZATION OF AGENT
Signature of Authorized Agent
Date
(I) (We) hereby designate the above-signed person as (my) (our) authorized agent in regard to
this application.
Signature of Owner(s) or Trustee,
_or Authorized Principal if property is owned
_by a corporation or other business entity.
Date
OR
Signature of contract purchaser (if applicant)
Date
A REPRESENTATIVE MUST BE PRESENT AT ALL TECHNICAL REVIEW
COMMITTEE, PLANNING AND DEVELOPMENT BOARD OR COMMUNITY
REDEVELOPMENT AGENCY (CRA) AND CITY COMMISSION MEETINGS HELD TO
REVIEW THIS PROJECT.
RIDER TO SITE PLAN APPLICATION
The undersigned as applicant for Final Site Plan Approval does hereby acknowledge, represent and agree that
all plans, specifications, drawings, engineering, and other data submitted with this application for review by the
City of Boynton Beach shall be reviewed by the various boards, commissions, staff personnel and other parties
designated, appointed or employed by the City of Boynton Beach, and any such party reviewing the same shall
rely upon the accuracy thereof, and any change in any item submitted shall be deemed material and
substantial.
The undersigned hereby agrees that all plans, specifications, drawings, engineering and other data
which may be approved by the City of Boynton Beach, or its boards, commissions, staff or designees shall be
constructed in strict compliance with the form in which they are approved, and any change to the same shall
be deemed material and shall place the applicant in violation of this application and all approvals and permits
which may be granted.
The applicant agrees to allow the City of Boynton Beach all rights and remedies as provided for by the
applicable codes and ordinances of the City of Boynton Beach to bring any violation into compliance, and the
applicant shall indemnify, reimburse and save the City of Boynton Beach harmless from any cost, expense,
claim, liability or any action which may arise due to their enforcement of the same.
READ, ACKN~EDGED AND AGREED TO this "2-2---A day of 0 L,,,l e_ ,20 0.'3
~ ,( ~ U~?-~
Applicant
CONCURRENCY REQUIREMENTS
NOTICE TO APPLICANTS FOR A" PROVAL OF LAND DEVELOPMENT ORDERS OR PERMITS
Please be advised that all applications for the fOllowing land development orders and permits which are
submittedJn or after June 1, 1990 will be subject to the City's Concurrency Management Ordinance, and
cannot be approved unless public facilities (potable water, sanitary sewer, drainage, solid waste, recreation,
park, and road facilities) would be available to serve the project, consistent with the levels of service which are
adopted in the City's Comprehensive Plan:
Building permit applications for the construction of improvements, which, in and by themselves, would
create demand for public facilities.
Applications for site plan approval.
Applications for conditional use approval.
A'pplications for subdivision master plan approval.
Applications for preliminary plat approval.
Applications for final plat approval.
Applications for rezoning to planned zoning districts.
Applications for revisions to any of the applications listed above, which would increase the demand
for any public facility.
Any other application, which, in and by itself, would establish the density or intensity of use of land, or
a maximum density or intensity of use of land.
Applications for development orders and permits submitted after February 1, 1990 and which
generate more than 500 net vehicle trips per day, must comply with the Palm Beach County Traffic
Performance Standards Ordinance, uf1less exemot from that ordinance.
Please be advised, however, that the following applications will be exempt from the Concurrency Management
Ordinance, pending final approval of this ordinance by the City Commission:
Applications for the development of property which was platted on or after January 13, 1978 and either
the final plat or the preliminary plat and Palm Beach County Health Department permit applications
were submitted or approved prior to June 1, 1990, and the use of the property is consistent with the
general use which was intended for the property at the time of platting.
Applications for the development of property, which was platted prior to January 13, 1978, the area of
the platted lots does not exceed 2 acres, and the proposed use would not generate more than 500 net
vehicle trips per day.
Applications for building permit, if a site plan or conditional use application was submitted prior to June
1, 1990 and subsequently approved and the site plan or conditional use has not expired.
Applications for the development of property within an approved Development of Regional Impact, and
which are consistent with the approved DR!.
Applications for approval of final plats, if the preliminary plat and application for Palm Beach county
Health Department permits for utilities have been submitted prior to June 1, 1990.
Applications for revisions to previously approved development orders or permits, which do not increase
the demand for any public facility.
Please be advised that these exe'm'ption rules are tentative and will be subject to final approval by the City
Co;]mis.:;io,. ,- you have any questions con ;...,i~g the '-. pas ~: 8_. :on Beach Concurrenr"l Management
Ordinance, ple,;se cont2,:t the Boynton Beac:: Planning &Zonin~ Division at (561) 742-6260.
CHAPTER 4
SITE PLAN REVIEW
Section 7. Submission Requirements.
Each applicant shall submit to the Planning and Zoning Division the following plans and exhibits in the number
of copies specified by the Planning and Zoning Division, together with a Site Plan Review application and a fee
adopted by resolution by the City Commission.
12 ASSEMBLED COPIES REQUIRED
A. Existin~ site characteristics map: A sealed survey, not older than six months, showing all adjacent
streets, alleys and driveways, and also illustrating:
1. Existing natural features, including but not limited to lakes, trees and other vegetation
and soils and topography.
2. Existing buildings, building elevations, other structures, including use, height,
dimensions and setbacks.
3. Existing utility lines and all easements.
4. Existing elevations (corner, street and finished floor)
B. Site development plan:
1. A scaled drawing clearly illustrating proposed buildings and other structures, and any
existing buildings and structures, which are to be retained, including use, height,
dimensions and setbacks.
2. Proposed off-street parking spaces, driveways and sidewalks, including location,
dimensions and setbacks, traffic control markings and signage.
3. Proposed fences and walls, including location, dimensions, setbacks, height and
material.
4. Proposed location of lighting on site.
5. Proposed dumpster location.
C. Landscape plan:
1. A separate scaled drawing (at the same scale as the site development plan) prepared as
required by state law clearly illustrating proposed trees, shrubs, grass and
2. Proposed berms, watercourses and other topographic features.
3. A notation on method of irrigation.
Architectural plan:
1. A scaled drawing clearly illustrating proposed building floor plan and elevations,
including height, exterior dimensions, exterior color and materials.
2. A colored elevation drawing (not mounted) showinq a: 31evations of the building. (This
submittal car] De waived by the Fianning and Zoning Director when not applicable.)
E. Tabular Summary Containinq:
1. Total gross project area by acreage and square footage and net buildable land area in
acres and square feet.
Total number of proposed residential units, including characteristics by number of
bedrooms and bathrooms and gross square footage of each typical unit.
Proposed nonresidential floor type of use and total gross square footage.
Square footage and percentage distribution of the total project site, including areas
proposed for landscaped open space, vehicular use areas, other paved areas, and
building coverage and total coverage.
Number and ratio of required and provided off-street parking spaces and number of
loading spaces.
Water bodies in acres and square feet.
Height of buildings.
2.
3.
4.
"
F. Drainaqe plan:
1.
Revised 10/26/01
5.
6.
7.
2.
A separate scaled drawing (at the same scale as the site development plan) showing
elevations, flow arrows, proposed drainage structures, proposed treatment facilities, etc.
An engineer's certification in writing that drainage will conform with all rules, regulations,
codes, etc. including, but not limited to, Chapter 6, Article IV, Section 5 of these Land
Development Regulations.
.. CH2MHILL
.....
FIRE STATION NO.4
CITY OF BOYNTON BEACH
DRAINAGE CALCULATIONS
I 1J4-
J/ ~1-D\.i ~ I
H~.rvey Castro, P.E.
11/05/2003
POST DEVELOPMENT
DATE: 11/05/2003
BOYNTON BEACH, Florida
FIREST A TION #4
Site Data
Acreages
1 Total Site Area =
2. Drainage Project Area=
3. Impervious
Buildings (Roof)=
Roads and Parking=
4. Lakes=
5. Pervious=
1.9000 Acres
1.9000 Acres
0.1915 Acres
0.6642 Acres
0.0000 Acres
1.0443 Acres
Water Level Elevations
1. Wet Season Water Table =
2. Average Water Table Elevation=
3. Average Site Elevation=
4. Average depth of Water Table=
5. Soil Storage
5.00
5.00
10.50
5.50
8.18
Ft. NGVD
Ft. NGVD
Ft. NGVD
Ft.
inches
Rainfall
10 year one day
25 year one day
100 year one day =
8.00 Inches
9.00 Inches
12.00 Inches
10 year three day
25 year three day
100 year three day
10.87 Inches
12.23 Inches
16.31 Inches
Design Criteria
A. 100% Storm water runoff retention on-site
B. Quality
1 Minimum required detention volume is the greater of:
a. The first one inch of runoff from the entire site
b. The amount of 2.5 inches times the percentage of impervious
Page 1 of 3
POST DEVELOPMENT
DATE: 11/05/2003
BOYNTON BEACH, Florida
FIRESTATION #4
Computations
A.
Ouality
1. The first one inch of runoff from site:
1.00 Inch X 1.90 Acres X
1 It /12 inches
0.16 AC.-Ft.
2. The 2.5 inches times the percent of impervious:
a. Site area for Water Ouality (W.O.) pervious/impervious calculations only:
Site Area ( Water Area + Roof)=
1.90 ( 0.00 + 0.19) = 1.71 Acres
Site W.O. Per/lmper.
b. Impervious area for water quality pervious/impervious calculations only
Site W.O. Per/lmper Area - Pervious
1.71
1.04
0.66 Acres Impervious
W.O. Per.llmper.
c. Percent of Impervious for W.O.:
(Impervious W.O. / Site W.O.) x1 00%=
0.66 / 1.71 x 100 =
39
% Impervious
d. For 2.5 inches times the percentage impervious:
2.5 inches x 0.39 0.97 Inches to be treated
e. Volume required for W.O. detention=
Inches to be treated x (Site Area- Lake Area)
0.97 x (1.90 0.00 ) /12 = 0.15
3. The required volume for water quality detention is =
50% credit for retention system=
0.16
0.08
AC.-Ft.
ac-ft
SCS Curve Number
The Average depth to the water table=
Average Site Grade - Av. Water Table =
10.50 5.00
Maximum 4 Ft. of Storage is assumed
5.50 Ft.
4.00 Ft. of storage Depth
Available Soil Storage:
Soil Storage x Pervious Area x1 Ft/12 Inches
8.18 x 1.04 x 1/12 =
0.71 AC.Ft. Available soil storage onsite
Convert available soil storage onsite per site area
0.71 / 1.90 x12in/Ft= 4.50 in. of site wide soil storage, S
SCS Curve Number, CN
CN 1000/(S + 10)
1000 / (
4.50 +10) =
69
SCS Curve Number
Page 2 of 3
FIRESTATION #4
POST DEVELOPMENT
DATE: 11/05/2003
BOYNTON BEACH, Florida
SUMMARY
Water Quality Volume Provided=
100-yr, 3-day Stage:
25-yr, 3-day Stage:
10-yr, 3-day Stage:
0.5 ac-ft
10.05 ft
8.93 ft
8.52 It.
Page 3 of 3
Cascade 2001 Version 1.0
File: post Date: November OS, 2003
Page 1
Project Name: Fire Station #4
Reviewer:
Project Number: 182969
Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.2 hr. Iterations: 10
Basin 1: Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 10 year
3 Day Rainfall: 10.87 inches
Area: 1.9 acres
Ground Storage: 8.18 inches
Time of Concentration: 0.25 hours
Initial Stage: 6 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
6.00
7.00
8.00
9.00
10.00
11.00
12.00
0.00
0.23
0.56
0.97
1. 45
2.24
3.60
Offsite Receiving Body: Offsite
Time
(hr)
Stage
(ft NGVD)
0.00
80.00
12.00
12.00
Structure: 1
From Basin: Site
To Basin: Offsite
Structure Type: Gravity
Weir: None
Bleeder: None
Pipe: None
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
0.00 0.00 0.00 0.00 0.00 6.00 12.00
1. 00 0.05 0.00 0.00 0.00 6.00 12.00
2.00 0.10 0.00 0.00 0.00 6.00 12.00
3.00 0.15 0.00 0.00 0.00 6.00 12.00
4.00 0.19 0.00 0.00 0.00 6.00 12.00
5.00 0.24 0.00 0.00 0.00 6.00 12.00
6.00 0.29 0.00 0.00 0.00 6.00 12.00
7.00 0.34 0.00 0.00 0.00 6.00 12.00
8.00 0.39 0.00 0.00 0.00 6.00 12.00
9.00 0.44 0.00 0.00 0.00 6.00 12.00
10.00 0.49 0.00 0.00 0.00 6.00 12.00
11.00 0.54 0.00 0.00 0.00 6.00 12.00
12.00 0.58 0.00 0.00 0.00 6.00 12.00
13 .00 0.63 0.00 0.00 0.00 6.00 12.00
14.00 0.68 0.00 0.00 0.00 6.00 12.00
15.00 0.73 0.00 0.00 0.00 6.00 12.00
16.00 0.78 0.00 0.00 0.00 6.00 12.00
17.00 0.83 0.00 0.00 0.00 6.00 12.00
18.00 0.88 0.00 0.00 0.00 6.00 12.00
Cascade 2001 Version 1.0
File: post Date: November 05, 2003
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Page 2
Tail Water
Stage
(ft NGVD)
===============================================================================
19.00
20.00
21. 00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51. 00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61. 00
62.00
63.00
64.00
65.00
66.00
67.00
68.00
69.00
70.00
71.00
72 .00
0.92
0.97
1. 02
1. 07
1.12
1.17
1. 24
1. 31
1. 38
1. 45
1. 52
1. 59
1. 66
1. 74
1. 81
1. 88
1. 95
2.02
2.09
2.16
2.23
2.30
2.37
2.45
2.52
2.59
2.66
2.73
2.80
2.87
2.95
3.03
3.13
3.23
3.37
3.54
3.74
3.97
4.24
4.58
5.02
8.12
9.01
9.41
9.67
9.91
10.05
10.20
10.34
10.49
10.58
10.68
10.77
10.87
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.02
0.02
0.02
0.03
0.03
0.03
0.03
0.03
0.04
0.04
0.05
0.06
0.08
0.11
0.14
0.18
0.23
0.30
0.46
5.75
1. 02
0.54
0.35
0.35
0.21
0.21
0.21
0.21
0.14
0.14
0.14
0.14
Struc
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
Min (cfs)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
=======================================================
Max (cfs)
Time (hr)
Time (hr)
1
=======================================================
0.00
0.00
0.00
BASIN MAXIMUM AND MINIMUM STAGES
0.00
===============================================================
Basin
Max (ft)
Time (hr)
Min (ft)
Time (hr)
===============================================================
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.01
6.01
6.02
6.02
6.03
6.03
6.04
6.05
6.06
6.07
6.08
6.09
6.10
6.11
6.12
6.14
6.15
6.17
6.20
6.24
6.28
6.34
6.41
6.51
6.64
7.30
7.91
8.07
8.15
8.22
8.27
8.31
8.36
8.40
8.43
8.46
8.49
8.52
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
Cascade 2001 Version 1.0
File: post Date: November 05, 2003
Page 3
Site
8.52
72.00
6.00
0.00
BASIN WATER BUDGETS {all units in acre-ftl
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
Basin
Total
Runoff
Structure
Inflow
Structure
Outflow
Initial
Storage
Final
Storage
Residual
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
Site
0.77
0.00
0.00
0.00
0.77
0.00
Cascade 2001 Version 1.0
File: post Date: November OS, 2003
Page 1
Project Name: Fire Station #4
Reviewer:
Project Number: 182969
Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.2 hr, Iterations: 10
Basin 1: Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 25 year
3 Day Rainfall: 12.23 inches
Area: 1.9 acres
Ground Storage: 8.18 inches
Time of Concentration: 0.25 hours
Initial Stage: 6 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
6.00
7.00
8.00
9.00
10.00
11.00
12.00
0.00
0.23
0.56
0.97
1.45
2.24
3.60
Offsite Receiving Body: Offsite
Time
(hr)
Stage
(ft NGVD)
0.00
80.00
12.00
12.00
Structure: 1
From Basin: Site
To Basin: Offsite
Structure Type: Gravity
Weir: None
Bleeder: None
Pipe: None
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runof f
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
0.00 0.00 0.00 0.00 0.00 6.00 12.00
1.00 0.05 0.00 0.00 0.00 6.00 12.00
2.00 0.11 0.00 0.00 0.00 6.00 12.00
3.00 0.16 0.00 0.00 0.00 6.00 12.00
4.00 0.22 0.00 0.00 0.00 6.00 12.00
5.00 0.27 0.00 0.00 0.00 6.00 12.00
6.00 0.33 0.00 0.00 0.00 6.00 12.00
7.00 0.38 0.00 0.00 0.00 6.00 12.00
8.00 0.44 0.00 0.00 0.00 6.00 12.00
9.00 0.49 0.00 0.00 0.00 6.00 12.00
10.00 0.55 0.00 0.00 0.00 6.00 12.00
11.00 0.60 0.00 0.00 0.00 6.00 12.00
12.00 0.66 0.00 0.00 0.00 6.00 12.00
13.00 0.71 0.00 0.00 0.00 6.00 12.00
14.00 0.77 0.00 0.00 0.00 6.00 12.00
15.00 0.82 0.00 0.00 0.00 6.00 12.00
16.00 0.88 0.00 0.00 0.00 6.00 12.00
17.00 0.93 0.00 0.00 0.00 6.00 12.00
18.00 0.99 0.00 0.00 0.00 6.00 12.00
Cascade 2001 Version 1.0
File: post Date: November 05. 2003 Page 2
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
19.00 1. 04 0.00 0.00 0.00 6.00 12.00
20.00 1. 09 0.00 0.00 0.00 6.00 12.00
21.00 1.15 0.00 0.00 0.00 6.00 12.00
22.00 1. 20 0.00 0.00 0.00 6.00 12.00
23.00 1. 26 0.00 0.00 0.00 6.00 12.00
24.00 1. 31 0.00 0.00 0.00 6.00 12.00
25.00 1. 39 0.00 0.00 0.00 6.00 12.00
26.00 1. 47 0.00 0.00 0.00 6.00 12.00
27.00 1. 55 0.00 0.00 0.00 6.00 12.00
28.00 1. 63 0.00 0.00 0.00 6.00 12.00
29.00 1. 71 0.00 0.00 0.00 6.00 12.00
30.00 1. 79 0.00 0.00 0.00 6.00 12.00
31.00 1. 87 0.01 0.00 0.00 6.00 12.00
32.00 1. 95 0.01 0.00 0.00 6.01 12.00
33.00 2.03 0.01 0.00 0.00 6.01 12.00
34.00 2.11 0.02 0.00 0.00 6.02 12.00
35.00 2.19 0.02 0.00 0.00 6.02 12.00
36.00 2.27 0.02 0.00 0.00 6.03 12.00
37.00 2.35 0.02 0.00 0.00 6.04 12.00
38.00 2.43 0.03 0.00 0.00 6.05 12.00
39.00 2.51 0.03 0.00 0.00 6.06 12.00
40.00 2.59 0.03 0.00 0.00 6.07 12.00
41.00 2.67 0.03 0.00 0.00 6.08 12.00
42.00 2.75 0.03 0.00 0.00 6.09 12.00
43.00 2.83 0.04 0.00 0.00 6.10 12.00
44.00 2.91 0.04 0.00 0.00 6.11 12.00
45.00 2.99 0.04 0.00 0.00 6.13 12.00
46.00 3.07 0.04 0.00 0.00 6.14 12.00
47.00 3.15 0.04 0.00 0.00 6.16 12.00
48.00 3.23 0.05 0.00 0.00 6.17 12.00
49.00 3.32 0.05 0.00 0.00 6.19 12.00
50.00 3.41 0.06 0.00 0.00 6.21 12.00
51.00 3.52 0.07 0.00 0.00 6.24 12.00
52.00 3.64 0.08 0.00 0.00 6.26 12.00
53.00 3.79 0.11 0.00 0.00 6.30 12.00
54.00 3.98 0.15 0.00 0.00 6.34 12.00
55.00 4.20 0.18 0.00 0.00 6.40 12.00
56.00 4.46 0.23 0.00 0.00 6.48 12.00
57.00 4.77 0.29 0.00 0.00 6.57 12.00
58.00 5.15 0.37 0.00 0.00 6.69 12.00
59.00 5.65 0.57 0.00 0.00 6.86 12.00
60.00 9.13 6.91 0.00 0.00 7.57 12.00
61. 00 10.13 1.21 0.00 0.00 8.24 12.00
62.00 10.59 0.64 0.00 0.00 8.41 12.00
63.00 10.88 0.41 0.00 0.00 8.51 12.00
64.00 11.15 0.41 0.00 0.00 8.59 12.00
65.00 11.31 0.25 0.00 0.00 8.65 12.00
66.00 11.47 0.25 0.00 0.00 8.69 12.00
67.00 11.64 0.25 0.00 0.00 8.74 12.00
68.00 11.80 0.25 0.00 0.00 8.79 12.00
69.00 11.91 0.17 0.00 0.00 8.83 12.00
70.00 12.01 0.17 0.00 0.00 8.87 12.00
71. 00 12.12 0.17 0.00 0.00 8.90 12.00
72.00 12.23 0.17 0.00 0.00 8.93 12.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
-------------------------------------------------------
-------------------------------------------------------
Struc Max (cfs) Time (hr) Min (cfs) Time (hr)
1
0.00
0.00
0.00
0.00
BASIN MAXIMUM AND MINIMUM STAGES
---------------------------------------------------------------
---------------------------------------------------------------
Basin
Max (ft)
Time (hr)
Min (ft)
Time (hr)
Cascade 2001 Version 1.0
File: post Date: November 05, 2003
Site
Page 3
8.93
72.00
BASIN WATER BUDGETS (all units in acre-ft)
6.00
0.00
Basin
Total
Runoff
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
Residual
Structure
Inflow
Structure
Outflow
Initial
Storage
Final
Storage
Site
0.94
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
0.00
0.00
0.00
0.00
0.94
Cascade 2001 Version 1.0
File: post Date: November 05, 2003
Page 1
Project Name: Fire Station #4
Reviewer:
Project Number: 182969
Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.2 hr, Iterations: 10
Basin 1: Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 100 year
3 Day Rainfall: 16.31 inches
Area: 1.9 acres
Ground Storage: 8.18 inches
Time of Concentration: 0.25 hours
Initial Stage: 6 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
6.00
7.00
8.00
9.00
10.00
11.00
12.00
0.00
0.23
0.56
0.97
1.45
2.24
3.60
Offsite Receiving Body: Offsite
Time
(hr)
Stage
(ft NGVD)
0.00
80.00
12.00
12.00
Structure: 1
From Basin: Site
To Basin: Offsite
Structure Type: Gravity
Weir: None
Bleeder: None
Pipe: None
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Tail Water
Stage
(ft NGVD)
===============================================================================
0.00 0.00 0.00 0.00 0.00 6.00 12.00
1. 00 0.07 0.00 0.00 0.00 6.00 12.00
2.00 0.15 0.00 0.00 0.00 6.00 12.00
3.00 0.22 0.00 0.00 0.00 6.00 12.00
4.00 0.29 0.00 0.00 0.00 6.00 12.00
5.00 0.37 0.00 0.00 0.00 6.00 12.00
6.00 0.44 0.00 0.00 0.00 6.00 12.00
7.00 0.51 0.00 0.00 0.00 6.00 12.00
8.00 0.58 0.00 0.00 0.00 6.00 12.00
9.00 0.66 0.00 0.00 0.00 6.00 12.00
10.00 0.73 0.00 0.00 0.00 6.00 12.00
11.00 0.80 0.00 0.00 0.00 6.00 12.00
12.00 0.88 0.00 0.00 0.00 6.00 12.00
13.00 0.95 0.00 0.00 0.00 6.00 12.00
14.00 1. 02 0.00 0.00 0.00 6.00 12.00
15.00 1.10 0.00 0.00 0.00 6.00 12.00
16.00 1.17 0.00 0.00 0.00 6.00 12.00
17.00 1.24 0.00 0.00 0.00 6.00 12.00
18.00 1. 31 0.00 0.00 0.00 6.00 12.00
Cascade 2001 Version 1.0
File: post Date: November 05, 2003
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(ds)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Page 2
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
19.00
20.00
21. 00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41. 00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
63.00
64.00
65.00
66.00
67.00
68.00
69.00
70.00
71.00
72 .00
1. 39
1.46
1. 53
1. 61
1. 68
1. 75
1. 86
1. 97
2.07
2.18
2.28
2.39
2.50
2.60
2.71
2.82
2.92
3.03
3.14
3.24
3.35
3.46
3.56
3.67
3.78
3.88
3.99
4.10
4.20
4.31
4.43
4.55
4.69
4.85
5.05
5.30
5.60
5.95
6.36
6.86
7.54
12.18
13.51
14.13
14.51
14.87
15.09
15.30
15.52
15.73
15.88
16.02
16.17
16.31
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.02
0.02
0.03
0.03
0.04
0.04
0.04
0.05
0.05
0.05
0.06
0.06
0.06
0.07
0.07
0.07
0.08
0.08
0.08
0.08
0.09
0.09
0.10
0.10
0.13
0.15
0.20
0.26
0.32
0.39
0.48
0.62
0.92
10.44
1. 78
0.93
0.60
0.59
0.36
0.36
0.36
0.36
0.24
0.24
0.24
0.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Struc
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
1
Max (cfs)
Time (hr)
0.00
0.00
BASIN MAXIMUM AND MINIMUM STAGES
Basin
Max (ft)
Time (hr)
Min (ds)
0.00
Min (ft)
Time (hr)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Time (hr)
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.01
6.01
6.02
6.03
6.04
6.05
6.07
6.08
6.10
6.12
6.13
6.15
6.18
6.20
6.22
6.25
6.27
6.30
6.33
6.35
6.38
6.41
6.44
6.48
6.52
6.56
6.61
6.67
6.76
6.86
6.99
7.10
7.24
7.43
8.37
9.22
9.43
9.55
9.65
9.72
9.78
9.84
9.90
9.95
9.99
10.02
10.05
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
Cascade 2001 Version 1.0
File: post Date: November 05, 2003
Site
10.05
Page 3
72.00
BASIN WATER BUDGETS (all units in acre-ftl
Basin
Total
Runoff
Site
1. 49
Structure
Inflow
0.00
Structure
Outflow
0.00
6.00
Initial
Storage
0.00
0.00
Final
Storage
1. 49
Residual
0.00