APPLICATION
PROJECT NAME: Fire ~tation #2
LOCATION: W. Woolbright Road
PCN: 08-43-45-12-10-013-0000
I FILE NO.: NWSP 03-015 II TYPE OF APPLICATION: I
AGENT/CONTACT PERSON: OWNER:
David Lui, Deputy Fire Chief ADDRESS:
ADDRESS: PHONE:
PHONE: FAX:
FAX:
Date of submittal/Proiected meetine: dates:
SUBMITTAL / RESUBMITTAL 9/17/03
1 ST REVIEW COMMENTS DUE: 10/1/03
PUBLIC NOTICE: N/A
TRC MEETING: 10/28/03
LAND DEVELOPMENT SIGNS POSTED N/A
(SITE PLANS):
PLANNING & DEVELOPMENT BOARD 11/25/03
MEETING:
COMMUNITY REDEVELOPMENT N/A
AGENCY BOARD
CITY COMMISSION MEETING: 12/2/03
COMMENTS:
S:\Planning\SHARED\WP\PROJECTS\FIRE STATION 2 LUAR\NWSP 03-015\2003 PROJECT TRACKING INFO.doc
. City Codes Accessed Via Website
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CITY ~tA~~~~~~~~~~~~J~~~RIDA UUi SEP 17
SITE PLAN REVIEW APPLICATION FOR ~----.-.-.~..._l
NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING S TE PLA~r;LG1fX)
J
Has applicant attended a pre-application meeting?
,Date
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 process of
the Site Plan Review procedure. AN INCOMPLETE SUBMITTAL WILL NOT BE PROCESSED.
Please print legibly (in ink) or type all information.
I. GENERAL INFORMATION
1. Project Name: Fire Station # 2
2. Property Owner's (or Trustee's) Name: City of Boynton Beach
Fire Dept.
Add~ss: 100 East Boynton Beach Blvd. Boynton Beach, FL 33435
Phone:
c/o David Lui
(561) 742-6339
(561) 7'f2Q.~~~~)
Fax:
3. Applicant's name (person or business entity in whose name this application is made):
City of Boynton Beach Fire Department
Boynton Beach, FL 33425
(Zip' Code)
Fax: (561) 742-6334
Add~ss:100 East Boynton Beach Blvd.
Phone: (561) 742-6339
If contract purchaser, please attach contract for sale and purchase.
4. Agent's Name (person, if any, represenfllg 2pplicant): Enqineering
Dept. City of Boynton Beach
Address: 100 East Boynton Beach Blvd. Boynton Beach, FL 33425
(Zip Code)
Phone: (561) 742-6485 Fax: (561) 742-6285
5. Correspondence to be mailed to agent only; if no agent, then to applicant unless a substitute
is specified below:* Engineerinq Dept. City of Boynton Beach
P.O. Box 310 Boynton Beach, FL 33435
*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:
8. Property Control #(PCN) 0843451210130000
9. Legal description of site: Tract 13 Quail Lake West and Tract One and
Two, Plat Book 50, Pages 3 through 6, Public Records of Palm
C:ounty Florida
10. Intended use(s) of site: Fire station/Office/Government Assembly
11. Architect: Annpr!':on S 1 ocomhp- /C:H?MHTT,T,
12. Landscape Architect: Scott Barber / CH2MHILL
13. Site Planner: Jade Paul/CH2MHILL
14. Engineer: Dennis stevenson/Carney-Neuhaus
15. Surveyo~ Timothy Smith/Timothy M. Smith Land Surveying
16. Traffic Engineer: 'T'raffi c !':tllny TO hp- nonp- through thp- c:i ty
17. Has a site plan been previously approved by the City Commission for this property?
No
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: Public Use
2. Zoning District: Public Use ( PU)
3. Area of Site 1 <'Hl +/- acres 173368.8
4. Land Use -- Acreage Breakdown:
sq. ft.
a.
Residential, including N / A
surrounding lot area of grounds
acres
% of site
b.
Recreation Areas * N / A
(excluding water area)
acres
% of site
c.
Wa~rA~a N/A
acres
% of site
d.
Commercial N/A
acres
% of site
e.
Industrial
1.01
acres
25
% of site
f.
Public/Institutional ? q n 7 acres 75
% of site
g.
Public, Private and Canal rights-of-way N / A acres
% of site
2
h.
Other (specify)
acres
% of site
acres
% of site
I.
Other (specify)
J. Total area of site acres % of site
*including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft.
by 50 ft.
5. Surface Cover
a.
Ground floor building _ 44
area ("building footprint")
acres
11
% of site
b.
Water area
acres
% of site
c. 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 courts.
1.30 acres 33 % of site
d.
Total impervious area
1. 74
acres
44
% of site
e. Landscaped area . 10 acres 3 % of site
inside of parking lots (20 sq.ft. per interior parking space required - see Sec. 7.5-35(g) of
Landscape Code). 56 parking spaces x 20 s.L landscape = 1120 s.L/.03 AC
f.
Other landscaped areas,
.46
acres
11
% of site
g. Other pervious areas, including golf course, natural areas, yards, and swales, but excluding
water areas 1.68 acres 42 % of site
h. Total pervious areas 2.24 acres 56 % of site
I.
Total area of site
3.98
acres
100
% of site
6. Floor Area
a. Residential sq. ft.
b. Commercial/Office sq. fl.
c. I ndustrialIW arehouse sq. ft.
d. Recreational sq. ft.
e. Public/Institutional 21730 sq. ft.
f. Other (specify) 7t')n4 t') sq. ft.
g. Other (specify) sq. ft.
h. Total floor area 29.234.5 sq. ft.
7. Number of Residential Dwellinq Units
a. Single-family detached sq. ft.
b. Duplex sq. ft.
3
c.
(1 )
(2)
(3)
(4 )
Multi-Family (3 + attacrled dwelling units)
Efficiency
1 Bedroom
2 Bedroom
3+ Bedroom
dwelling units
dwelling units
dwelling units
dwelling units
d.
Total multi-family
dwelling units
e. Total number of dwelling units
8.
Gross Density
dwelling units per acre
9.
Maximum height of structures on site
39
feet 2
stories
10. Required off-street parkinq
a. Calculation of required # of
C. t C doff-street o..arkina~sDaces'l U
1 Y 0 e= Non'~esl~entla se
Min. 4 Spaces
Internal = 2 Shifts/10 People
Government Assembly
1250 S.F.
General Office 1 space
per 100 S.F.
b. Calculation of required #
of handicap parking spaces
51-75 Total spaces
Off-street parking spaces
provided on site plan
=
=
20 spaces req 171 spaces proposed
13 spaces req./l1 spaces proposed
=
21 spaces req./21 spaces proposed
Number of handicap
spaces provided on site plan
3 spaces
=
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.
4
III.' CERTIFICATION
(I) (We) understand that this application and all papers and plans submitted herewith become 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.
LV t~~
Signature of Owner(s) or Trustee, of
Authorized Principal if property is owned by
a corporation or other business entity.
1/1,,103
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
~inn""t, 'ra o. "'nntract n' ,r,~hasar ('If ""opl:n-::>nt)
'-' : "-l, I:.... ,,'.~ '-' l v ~, ~. '-" .....! v I I '-, c; \ ! ,_" c...
...... . j,
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.
5
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, ACKNir=E~ED AND AGREED TO this II tl--uay of <; <.f' ~l ~
c. U~& ~.
,200]
s
WitneSSIJ".j(~ A--y
Applicant
6
BOYNTON BEACH FIREST A TION #2
Boynton Beach, Florida
DRAINAGE CALCULATIONS
Prepared by
CARNEY.NEUHAUS, INC.
Dennis Stevenson, P.E.
September 2, 2003
'./'.'/l...l
/ I
,/ :
(r ~/ 117
Ut; , r [1 I
CARNEY-NEUHAU5,INC.
FIRESTATION #2
PRE-DEVELOPMENT
DATE: 09/17/2003
BOYNTON BEACH, Florida
Site Data
Acreages
1 Total Site Area =
2. Drainage Project Area=
3. Impervious
Buildings (Roof)=
Roads and Parking=
4. Lakes=
5. Pervious=
3.9800 Acres
3.1934 Acres
0.0000 Acres
0.0803 Acres
0.0000 Acres
3.1131 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
8.50
8.50
12.00
3.50
8.18
Ft. NGVD
Ft. NGVD
Ft. NGVD
Ft.
inches
Rainfall
1 0 year one day
25 year one day
1 00 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. Quality
1 Minimum required detention volumeis 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
Computations
A.
Quality
1. The first one inch of runoff from site:
1.00 Inch X 3.19 Acres X 1 ft /12 inches
0.27 Ac.-Ft.
2. The 2.5 inches times the percent of impervious:
a. Site area for Water Quality (W.Q.) pervious/impervious calculations only:
Site Are ( Water Area + Roof)=
3.19 ( 0.00 + 0.00) = 3.19 Acres
Site W.Q. Per/lmper.
b. Impervious area for water quality pervious/impervious calculations only
Site W.Q. Per/lmper Area - Pervious
3.19 3.11 0.08 Acres Impervious
W.Q. Per.llmper.
Page 1 of 3
By: Z.M.J.
PRE-DevelpomenFIRE2.xls
Rainfall
c. Percent of Impervious for W.O.:
(Impervious W.O. 1 Site W.O.) x100%=
0.08 1 3.19 x 100 =
3
% Impervious
d. For 2.5 inches times the percentage impervious:
2.5 inches x 0.03 0.06 Inches to be treated
e. Volume required for W.O. detention=
Inches to be treated x (Site Area- Lake Area)
0.06 x (3.19 0.00) 112 = 0.02
3. The required volume for water quality detention is =
0.27
AC.-Ft.
SCS Curve Number
The Average depth to the water table=
Average Site Grade - Av. Water Table =
12.00 8.50 =
Maximum 4 Ft. of Storage is assumed
3.50 Ft.
3.50 Ft. of storage Depth
Available Soil Storage:
Soil Storage x Pervious Area x1 FU12 Inches
8.18 x 3.11 x 1/12 = 2.12 AC.Ft. Available soil storage onsite
Convert available soil storage onsite per site area
2.12 1 3.19 x12in/Ft= 7.97 in. of site wide soil storage, S
SCS Curve Number, CN
CN = 1000/(S + 10)
10001 ( 7.97 +10) =
56
SCS Curve Number
Calculate Storm Discharge:
o = Runoff in Inches
P = Rainfall in Inches
S = Soil Storage (site wide) in Inches =
01 = Runoff from entire site in Ac.Ft.
7.97 Calculated Above
0= (P - (0.2x S))^2 1 (P + (0.8 xS))
01 = 0 x Site Area (Ac.)x 1 FU12 in.
By: Z.M.J.
PRE-DevelpomenFIRE2
Page 2 of 3
Rainfall
RAINFALL EVENT P 0 01
7.00 2.18 0.58
8.00 2.85 0.76
10 year one day 8.00 2.85 0.76
9.00 3.57 0.95
10.00 4.31 1.15
25 year one day 9.00 3.57 0.95
10 year three day 11.00 5.09 1.35
12.00 5.89 1.57
13.00 6.71 1.79
100 year one day 12.00 5.89 1.57
25 year three day 12.23 6.08 1.62
14.00 7.55 2.01
15.00 8.41 2.24
16.00 9.27 2.47
17.00 10.15 2.70
18.00 11.04 2.94
100 year three day 16.31 9.54 2.54
Page 3 of 3
By: Z.M.J.
PRE-DevelpomenFIRE2
CARNEY-NEUHAUS, INC.
FIRESTATION #2
STAGE/STORAGE CALCULATIONS
SITE DATA
PRE-DEVELOPMENT
[, .... 09/16/2003
BOYNTON BEACH, Florida
Total Area =
Buildings =
Site - Bldgs=
3.1934 ac.
0.0000 ac.
3.1934 ac.
Stage
Increments (ft) Site PAVEMENT
0.25
Low Elevation 10.20 11.00
High Elevation 13.40 12.00
Area (sq.ft.) 135605 3500 Site Area - Bldg. Area- SUMMARY
Area (acres) 3.1131 0.0803 0.0803 aC.n.
Storage Storage IUTAL
Stage Elev. (ac.ft.) (ac.ft.) Stage Elev. (ac.ft.)
10.00 0.0000 0.0000 10.00 0.00
10.25 0.0012 0.0000 10.25 0.00
10.50 0.0438 0.0000 10.50 0.00
10.75 0.1471 0.0000 10.75 0.00
11.00 0.3113 0.0000 11.00 0.00
11.25 0.5363 0.0025 11.25 0.00
11.50 0.8220 0.0100 11.50 0.01
11.75 1 .1686 0.0226 11.75 0.02
12.00 1.5760 0.0402 12.00 0.04
12.25 2.0442 0.0603 12.25 0.06
12.50 2.5731 0.0803 12.50 0.08
12.75 3.1629 0.1004 12.75 0.10
13.00 3.8135 0.1205 13.00 0.12
13.25 4.5249 0.1406 13.25 0.14
13.50 5.2922 0.1607 13.50 0.16
CARNEY-NEUHAUS, INC.
FIRESTATION #2
POST DEVELOPMENT
DATE: 09/17/2003
BOYNTON BEACH, Florida
Site Data
Acreages
1 Total Site Area =
2. Drainage Project Area=
3. Impervious
Buildings (Roof)=
Roads and Parking=
4. Lakes=
5. Pervious=
3.9800 Acres
3.1934 Acres
0.2854 Acres
1.2617 Acres
0.0000 Acres
1.6463 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
8.50
8.50
12.50
4.00
8.18
Ft. NGVD
Ft. NGVD
Ft. NGVD
Ft.
inches
Rainfall
1 0 year one day =
25 year one day
1 00 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. Ouality
1 Minimum required detention volumeis 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
Computations
A.
Ouality
1. The first one inch of runoff from site:
1.00 Inch X 3.19 Acres X 1 ft /12 inches
0.27 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 Are ( Water Area + Roof)=
3.19 ( 0.00 + 0.29) = 2.91 Acres
Site W.O. Per/lmper.
b. Impervious area for water quality pervious/impervious calculations only
Site W.O. Per/lmper Area - Pervious
2.91 1.65 1.26 Acres Impervious
W.O. Per.llmper.
Page 1 of 3
By: Z.M.J.
POST -DevelpomenFIRE2.xls
Rainfall
c. Percent of Impervious for W.O.:
(Impervious W.O. 1 Site W.O.) x100%=
1.261 2.91 x 100=
43
% Impervious
d. For 2.5 inches times the percentage impervious:
2.5 inches x 0.43 =
1.08 Inches to be treated
e. Volume required for W.O. detention=
Inches to be treated x (Site Area- Lake Area)
1.08 x (3.19 0.00 ) 112 = 0.29
3. The required volume for water quality detention is =
0.29 AC.-Ft.
SCS Curve Number
The Average depth to the water table=
Average Site Grade - Av. Water Table =
12.50 8.50 =
Maximum 4 Ft. of Storage is assumed =
4.00 Ft.
4.00 Ft. of storage Depth
Available Soil Storage:
Soil Storage x Pervious Area x1 Ft/12 Inches
8.18 x 1.65 x 1/12 = 1.12 AC.Ft. Available soil storage onsite
Convert available soil storage onsite per site area
1.12 1 3.19 x12in/Ft= 4.22 in. of site wide soil storage, S
SCS Curve Number, CN
CN = 1000/(S + 10)
10001 ( 4.22 +10) =
70
SCS Curve Number
Calculate Storm Discharge:
o = Runoff in Inches
P = Rainfall in Inches
S = Soil Storage (site wide) in Inches =
01 = Runoff from entire site in AC.Ft.
4.22 Calculated Above
o = (P - (0.2x S))^2 1 (P + (0.8 xS))
01 = 0 x Site Area (Ac.)x 1 Ft/12 in.
By: Z.M.J.
POST-DevelpomenFIRE2
Page 2 of 3
Rainfall
RAINFALL EVENT P Q Q1
7.00 3.65 0.97
8.00 4.50 1.20
10 year one day 8.00 4.50 1.20
9.00 5.38 1.43
10.00 6.27 1.67
25 year one day 9.00 5.38 1.43
10 year three day 11.00 7.18 1.91
12.00 8.10 2.15
13.00 9.03 2.40
100 year one day 12.00 8.10 2.15
25 year three day 12.23 8.31 2.21
14.00 9.96 2.65
15.00 10.91 2.90
16.00 11.86 3.16
17.00 12.81 3.41
18.00 13.77 3.66
100 year three day 16.31 12.15 3.23
Allowable Discharge
South Florida Water Management District Basin: C-16
Allowable Discharge = 62.6 CSM
Site Allowable Discharge = 0.31 cfs
Page 3 of 3
By: Z.M.J.
POST -DevelpomenFI RE2
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Cascade 2001 Version 1.0
File: POST25-3dayFIRE2 Date: September 16, 2003
Page 1
Project Name: FIRESTATION #2
Reviewer: C-N
Project Number:
Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.05 hr, Iterations: 1000
Basin 1: Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 25 year
1 Day Rainfall: 9 inches
Area: 3.19 acres
Ground Storage: 4.22 inches
Time of Concentration: 0.25 hours
Initial Stage: 9.5 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
9.50
9.75
10.00
10.25
10.50
10.75
11.00
11.25
11.50
11.75
12.00
12.25
12.50
12.75
13.00
13 .25
13.50
13.75
14.00
14.25
0.00
0.04
0.08
0.12
0.17
0.23
0.30
0.39
0.48
0.58
0.70
0.82
0.95
1.15
1. 46
1. 90
2.42
3.02
3.69
4.37
Off site Receiving Body: Offsite1
Time
(hr)
Stage
(ft NGVD)
0.00
24.00
48.00
72.00
4000.00
8.00
8.00
8.00
8.00
8.00
Structure: 1
From Basin: Site
To Basin: Offsite1
Structure Type: Gravity
Weir: None
Bleeder: Inv-Tri, Invert Elev = 8.5 ft NGVD, Height
Width = 0.25 ft
Default Coefs: Weir Coef = 2.5, Orifice Coef = 0.6
Pipe: None
0.25 ft
Cascade 2001 version 1.0
File: POST25-3dayFIRE2 Date: September 16, 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)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
0.00 0.00 0.00 0.14 0.00 9.50 8.00
1. 00 0.05 0.00 0.14 0.01 9.50 8.00
2.00 0.11 0.00 0.14 0.02 9.50 8.00
3.00 0.16 0.00 0.14 0.03 9.50 8.00
4.00 0.22 0.00 0.14 0.05 9.50 8.00
5.00 0.27 0.00 0.14 0.06 9.50 8.00
6.00 0.33 0.00 0.14 0.07 9.50 8.00
7.00 0.38 0.00 0.14 0.08 9.50 8.00
8.00 0.44 0.00 0.14 0.09 9.50 8.00
9.00 0.49 0.00 0.14 0.10 9.50 8.00
10.00 0.55 0.00 0.14 0.11 9.50 8.00
11.00 0.60 0.00 0.14 0.12 9.50 8.00
12.00 0.66 0.00 0.14 0.14 9.50 8.00
13.00 0.71 0.00 0.14 0.15 9.50 8.00
14.00 0.77 0.00 0.14 0.16 9.50 8.00
15.00 0.82 0.00 0.14 0.17 9.50 8.00
16.00 0.88 0.00 0.14 0.18 9.50 8.00
17.00 0.93 0.01 0.14 0.19 9.50 8.00
18.00 0.99 0.01 0.14 0.20 9.50 8.00
19.00 1. 04 0.01 0.14 0.22 9.50 8.00
20.00 1. 09 0.02 0.14 0.23 9.50 8.00
21.00 1.15 0.02 0.14 0.24 9.50 8.00
22.00 1. 20 0.03 0.14 0.25 9.50 8.00
23.00 1. 26 0.03 0.14 0.26 9.50 8.00
24.00 1. 31 0.03 0.14 0.27 9.50 8.00
25.00 1.39 0.05 0.14 0.28 9.50 8.00
26.00 1.47 0.06 0.14 0.30 9.50 8.00
27.00 1. 55 0.07 0.14 0.31 9.50 8.00
28.00 1. 63 0.07 0.14 0.32 9.50 8.00
29.00 1. 71 0.08 0.14 0.33 9.50 8.00
30.00 1. 79 0.08 0.14 0.34 9.50 8.00
31.00 1. 87 0.09 0.14 0.35 9.50 8.00
32.00 1. 95 0.09 0.14 0.36 9.50 8.00
33.00 2.03 0.10 0.14 0.37 9.50 8.00
34.00 2.11 0.10 0.14 0.39 9.50 8.00
35.00 2.19 0.11 0.14 0.40 9.50 8.00
36.00 2.27 0.11 0.14 0.41 9.50 8.00
37.00 2.35 0.12 0.14 0.42 9.50 8.00
38.00 2.43 0.12 0.14 0.43 9.50 8.00
39.00 2.51 0.12 0.14 0.44 9.50 8.00
40.00 2.59 0.13 0.14 0.45 9.50 8.00
41.00 2.67 0.13 0.14 0.47 9.50 8.00
42.00 2.75 0.13 0.14 0.48 9.50 8.00
43.00 2.83 0.14 0.14 0.49 9.50 8.00
44.00 2.91 0.14 0.14 0.50 9.50 8.00
45.00 2.99 0.14 0.14 0.51 9.50 8.00
46.00 3.07 0.15 0.14 0.52 9.50 8.00
47.00 3.15 0.15 0.14 0.53 9.50 8.00
48.00 3.23 0.15 0.14 0.54 9.50 8.00
49.00 3.32 0.17 0.14 0.56 9.50 8.00
50.00 3.41 0.18 0.14 0.57 9.50 8.00
51.00 3.52 0.22 0.14 0.58 9.50 8.00
52.00 3.64 0.25 0.14 0.59 9.50 8.00
53.00 3.79 0.33 0.14 0.60 9.50 8.00
54.00 3.98 0.42 0.14 0.61 9.50 8.00
55.00 4.20 0.51 0.14 0.62 9.50 8.00
56.00 4.46 0.61 0.14 0.64 9.50 8.00
57.00 4.77 0.74 0.14 0.65 9.50 8.00
58.00 5.15 0.94 0.14 0.66 9.50 8.00
59.00 5.65 1. 38 0.14 0.67 9.50 8.00
60.00 9.14 14.84 0.25 0.68 11.47 8.00
61.00 10.13 2.43 0.29 0.71 12.48 8.00
62.00 10.59 1. 26 0.30 0.73 12.63 8.00
63.00 10.88 0.81 0.30 0.76 12.69 8.00
64.00 11.15 0.79 0.30 0.78 12.74 8.00
65.00 11.31 0.48 0.30 0.81 12.76 8.00
Cascade 2001 Version 1.0
File: POST25-3dayFIRE2 Date: September 16, 2003
Time
(hr)
Cumulative
Rainfall
(in)
Instant
Runoff
(cfs)
Current
Discharge
(cfs)
Cumulative
Discharge
(acre-ft)
Head Water
Stage
(ft NGVD)
Page 3
Tail Water
Stage
(ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
66.00
67.00
68.00
69.00
70.00
71.00
72.00
11.47
11.64
11.80
11.91
12.02
12.12
12.23
0.48
0.48
0.48
0.32
0.32
0.32
0.32
0.30
0.31
0.31
0.31
0.31
0.31
0.31
Struc
Max (cfs)
Time (hr)
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
0.83
0.86
0.88
0.91
0.93
0.96
0.98
-------------------------------------------------------
-------------------------------------------------------
Min (cfs)
Time (hr)
-------------------------------------------------------
-------------------------------------------------------
1
0.31
BASIN MAXIMUM AND MINIMUM STAGES
72.00
0.14
0.00
Basin
Max (ft)
---------------------------------------------------------------
---------------------------------------------------------------
Time (hr)
Min (ft)
Time (hr)
Site
12.80
---------------------------------------------------------------
---------------------------------------------------------------
72.00
BASIN WATER BUDGETS (all units in acre-ft)
9.50
12.77
12.79
12.80
12.80
12.80
12.80
12.80
0.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
Basin
Total
Runoff
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
Residual
Structure
Inflow
Structure
Outflow
Initial
Storage
Final
Storage
Site
2.20
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
0.00
0.00
0.98
0.00
1. 22
Cascade 2001 Version 1.0
File: 100-year 3-day zero dischargeFIRE2
Date: September 16, 2003
Page 1
Project Name: FIRESTATION #2
Reviewer: C-N
Project Number: 03-001
Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.05 hr, Iterations: 1000
Basin 1: Site
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 3day
Design Frequency: 100 year
1 Day Rainfall: 12 inches
Area: 3.19 acres
Ground Storage: 4.22 inches
Time of Concentration: 0.25 hours
Initial Stage: 9.5 ft NGVD
Stage
(ft NGVD)
Storage
(acre-ft)
9.50
9.75
10.00
10.25
10.50
10.75
11.00
11.25
11.50
11.75
12.00
12.25
12.50
12.75
13.00
13 .25
13 .50
13.75
14.00
14.25
0.00
0.04
0.08
0.12
0.17
0.23
0.30
0.39
0.48
0.58
0.70
0.82
0.95
1.15
1. 46
1. 90
2.42
3.02
3.69
4.37
Off site Receiving Body: Offsite1
Time
(hr)
Stage
(ft NGVD)
0.00
24.00
48.00
72.00
4000.00
8.00
8.00
8.00
8.00
8.00
Structure: 1
From Basin: Site
To Basin: Offsite1
Structure Type: Gravity
Weir: Broad Crested, Crest Elev
Bleeder: None
Pipe: None
100 ft NGVD, Length
4 ft, Weir Coef
3.13
Cascade 2001 Version 1.0
File: 100-year 3 - day zero dischargeFIRE2 Date: September 16, 2003 Page 2
_..---- "--.-- -~_._-
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (ds) (acre-ft) (ft NGVD) (ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
0.00 0.00 0.00 0.00 0.00 9.50 8.00
1. 00 0.07 0.00 0.00 0.00 9.50 8.00
2.00 0.15 0.00 0.00 0.00 9.50 8.00
3.00 0.22 0.00 0.00 0.00 9.50 8.00
4.00 0.29 0.00 0.00 0.00 9.50 8.00
5.00 0.36 0.00 0.00 0.00 9.50 8.00
6.00 0.44 0.00 0.00 0.00 9.50 8.00
7.00 0.51 0.00 0.00 0.00 9.50 8.00
8.00 0.58 0.00 0.00 0.00 9.50 8.00
9.00 0.66 0.00 0.00 0.00 9.50 8.00
10.00 0.73 0.00 0.00 0.00 9.50 8.00
11.00 0.80 0.00 0.00 0.00 9.50 8.00
12.00 0.88 0.00 0.00 0.00 9.50 8.00
13.00 0.95 0.01 0.00 0.00 9.50 8.00
14.00 1. 02 0.02 0.00 0.00 9.51 8.00
15.00 1.10 0.02 0.00 0.00 9.52 8.00
16.00 1.17 0.03 0.00 0.00 9.53 8.00
17.00 1. 24 0.04 0.00 0.00 9.55 8.00
18.00 1.31 0.04 0.00 0.00 9.57 8.00
19.00 1. 39 0.05 0.00 0.00 9.60 8.00
20.00 1. 46 0.05 0.00 0.00 9.62 8.00
21.00 1. 53 0.06 0.00 0.00 9.65 8.00
22.00 1. 61 0.07 0.00 0.00 9.69 8.00
23.00 1. 68 0.07 0.00 0.00 9.72 8.00
24.00 1. 75 0.07 0.00 0.00 9.76 8.00
25.00 1. 86 0.12 0.00 0.00 9.81 8.00
26.00 1. 96 0.13 0.00 0.00 9.87 8.00
27.00 2.07 0.13 0.00 0.00 9.94 8.00
28.00 2.18 0.14 0.00 0.00 10.01 8.00
29.00 2.28 0.15 0.00 0.00 10.09 8.00
30.00 2.39 0.16 0.00 0.00 10.17 8.00
31.00 2.50 0.16 0.00 0.00 10.25 8.00
32.00 2.60 0.17 0.00 0.00 10.32 8.00
33.00 2.71 0.18 0.00 0.00 10.39 8.00
34.00 2.82 0.18 0.00 0.00 10.47 8.00
35.00 2.92 0.19 0.00 0.00 10.54 8.00
36.00 3.03 0.19 0.00 0.00 10.60 8.00
37.00 3.14 0.20 0.00 0.00 10.67 8.00
38.00 3.24 0.20 0.00 0.00 10.74 8.00
39.00 3.35 0.21 0.00 0.00 10.80 8.00
40.00 3.46 0.21 0.00 0.00 10.86 8.00
41.00 3.56 0.21 0.00 0.00 10.92 8.00
42.00 3.67 0.22 0.00 0.00 10.99 8.00
43.00 3.78 0.22 0.00 0.00 11.04 8.00
44.00 3.88 0.23 0.00 0.00 11. 09 8.00
45.00 3.99 0.23 0.00 0.00 11.14 8.00
46.00 4.10 0.23 0.00 0.00 11.20 8.00
47.00 4.20 0.24 0.00 0.00 11.25 8.00
48.00 4.31 0.24 0.00 0.00 11.31 8.00
49.00 4.43 0.27 0.00 0.00 11.37 8.00
50.00 4.55 0.28 0.00 0.00 11.43 8.00
51.00 4.69 0.33 0.00 0.00 11.50 8.00
52.00 4.85 0.39 0.00 0.00 11.57 8.00
53.00 5.05 0.51 0.00 0.00 11.67 8.00
54.00 5.30 0.64 0.00 0.00 11.78 8.00
55.00 5.60 0.77 0.00 0.00 11.91 8.00
56.00 5.95 0.91 0.00 0.00 12.05 8.00
57.00 6.36 1.10 0.00 0.00 12.22 8.00
58.00 6.86 1. 38 0.00 0.00 12.43 8.00
59.00 7.54 2.01 0.00 0.00 12.62 8.00
60.00 12.18 20.88 0.00 0.00 13 .17 8.00
61.00 13.51 3.37 0.00 0.00 13 .51 8.00
62.00 14.12 1. 74 0.00 0.00 13.59 8.00
63.00 14.51 1.12 0.00 0.00 13 .64 8.00
64.00 14.87 1.10 0.00 0.00 13.68 8.00
65.00 15.08 0.67 0.00 0.00 13.70 8.00
Cascade 2001 Version 1.0
File: laO-year 3-day zero dischargeFIRE2 Date: September 16, 2003 Page 3
-,..._.~---- --------- -.---- ---~---
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (ds) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
66.00
67.00
68.00
69.00
70.00
71.00
72.00
15.30
15.52
15.73
15.88
16.02
16.16
16.31
0.66
0.66
0.66
0.44
0.44
0.44
0.44
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
13.72
13.75
13.77
13.78
13.80
13.81
13.82
8.00
8.00
8.00
8.00
8.00
8.00
8.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
-------------------------------------------------------
-------------------------------------------------------
Struc
Max (cfs)
Time (hr)
Min (ds)
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)
---------------------------------------------------------------
---------------------------------------------------------------
Site
13.82
72.00
9.50
0.00
BASIN WATER BUDGETS (all units in acre-ft)
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
Basin
Total
Runoff
Structure
Inflow
Structure
Outflow
Initial
Storage
Final
Storage
Residual
=~======~==~==~~===~~==~==~======================================================
Site
3.22
0.00
0.00
0.00
3.22
0.00
CH2MHILL
TRANSMITTAL
To:
City of Boynton Beach
100 E. Boynton Beach Boulevard
Boynton Beach, FL 33435
From: Mike Flattery (fii2J
AUn: David Stump
Date: September 17, 2003
Re: Boynton Beach Fire Station # 2 - TRC Submittal
We Are Sending You:
Attached X
Under separate cover via Deliver
Shop Drawings
Documents
Tracings
Prints
Specifications
Catalogs
Copy of letter
Other:
Quantity
Description
12 Plans Signed and Sealed
Loose Color Elevations with Color Chips
12 Drainage Calculations Signed and Sealed
4 Signed and Sealed Survey
If material received is not as listed, please notify us at once
Remarks:
We will hand deliver to P & Z and bring your copy to our September 18, 2003 Progress
Meeting. The Four Signed and Sealed Surveys will be delivered to your office.
Copy To: David Liu, Deputy Chief
rF\~~--'i;.~!--'~;: ---.' ..~
II I. . ~ .-.' _._- _..,. ..
!! II
r !~--_! p "(
- WPBfTRANS_STUMP 3RC SUBMITIAL DOC_9.18-03.DOC
CH2MHILL
TRANSMITTAL
To:
City of Boynton Beach
100 E. Boynton Beach Boulevard
Boynton Beach, FL 33435
From: Mike Flattery
AUn: David Stump
Date: October 27,2003
Re: Boynton Beach Fire Station # 2 - TRC Submittal - Final
We Are Sending You:
Attached X
Under separate cover via
Shop Drawings
Documents
Tracings
Prints
Specifications
Catalogs
Copy of letter
Other:
Quantity
Description
12 Plans Signed and Sealed TRC Submittal
2 Loose Color Elevations with Color Chips
6 Drainage Calculations Signed and Sealed
2 Plans 8-1/2" x 11" TRC Submittal
If material received is not as listed, please notify us at once
Remarks:
We will bring all sets to the TRC Meeting.
Copy To: David Liu, Deputy Chief