CORRESPONDENCE
CAULFIELD & WHEELER, INC.
Consulting Engineers. Planners. Surveyors
:July 13, 1999
Mr. Skip Milor
City of Boynton Beach
Utilities Department
5469 W. Boynton Beach Blvd.
Boynton Beach, Florida 33425
Subject:
Sterling Records Management
(NWSP 99-009)
Our Project #3612
Dear Mr. Milor:
Please be advised I hereby certify that the portion of the overall drainage system located in
Phase I is sufficient in capacity to handle the runoff from Phase 1. This and all remaining phases
shall be designed to conform with all applicable rules of the City of Boynton Beach and the
South Florida Water Management District.
Submitted by:
Caulfield & Wheeler, Inc.
JFW:bf
word2\letters\3612\phase_drn .doc
7301-A West Palmetto Park Road. Suite 100A
Boca Raton, Florida 33433
5610392-1991
Fax: 561 . 750-1452
Engineering # EB-0003591
Surveying # LB-0003591
Landscape Architecture # LC-OOOO318
CAULFIELD & WHEELER, INC.
Consulting Engineers. Planners. Surveyors
July 13, 1999
Mr. Skip Milor
City of Boynton Beach
Utilities Department
5469 W. Boynton Beach Blvd.
Boynton Beach, Florida 33425
Subject:
Sterling Records Management
(NWSP 99-009)
Our Proiect #3612
Dear Mr. Milor:
Please be advised I hereby certify that the portion of the overall drainage system located in
Phase I is sufficient in capacity to handle the runoff from Phase 1. This and all remaining phases
shall be designed to conform with all applicable rules of the City of Boynton Beach and the
South Florida Water Management District.
Submitted by:
Caulfield & Wheeler, Ins:-
JFW:bf
word2\letters\3612\phase_drn .doc
7301-A West Palmetto Park Road. Suite 100A
Boca Raton, Florida 33433
561.392-1991
Fax: 561 . 750-1452
Engineering # EB-0003591
Surveying # LB-0003591
Landscape ArChitecture # LC-0000318
CAULFIELD & WHEELER, INC.
Consulting Engineers. Planners. Surveyors
:July 13, 1999
Mr. Skip Milor
City of Boynton Beach
Utilities Department
5469 W. Boynton Beach Blvd.
Boynton Beach, Florida 33425
Subject:
Sterling Records Management
(NWSP 99-009)
Our Proiect #3612
Dear Mr. Milor:
Please be advised I hereby certify that the portion of the overall drainage system located in
Phase I is sufficient in capacity to handle the runoff from Phase 1. This and all remaining phases
shall be designed to conform with all applicable rules of the City of Boynton Beach and the
South Florida Water Management District.
Submitted by:
Caulfield & Wheeler, Inc.
~//~
~~//
Joh . W er, P.E.
R . red Engineer #25478
State of Florida
JFW:bf
word2\letters\3612\phase_drn .doc
7301-A West Palmetto Park Road. Suite 100A
Boca Raton, Florida 33433
561.392-1991
Fax: 561.750-1452
Engineering # EB-0003591
Surveying # LB-0003591
Landscape Architecture # LC-0000318
CAULFIELD & WHEELER, INC.
Consulting Engineers. Planners. Surveyors
July 13, 1999
Mr. Skip Milor
City of Boynton Beach
Utilities Department
5469 W. Boynton Beach Blvd.
Boynton Beach, Florida 33425
Subject:
Sterling Records Management
(NWSP 99-009)
Our Proiect #3612
Dear Mr. Milor:
Please be advised I hereby certify that the portion of the overall drainage system located in
Phase I is sufficient in capacity to handle the runoff from Phase 1. This and all remaining phases
shall be designed to conform with all applicable rules of the City of Boynton Beach and the
South Florida Water Management District.
Submitted by:
Caulfield & Wheeler, Inc.
./
.-----7 /
-- ...;;/----;
//~ /
00h~F: Wh~ P.E.
R~igeretfEngineer #25478
S'tate of Florida
JFW:bf
word2\letters\3612\phase_drn .doc
7301-A West Palmetto Park Road. Suite 100A
Boca Raton, Florida 33433
561.392-1991
Fax: 561 . 750~ 1452
Engineering # EB-0003591
Surveying # LB-0003591
Landscape Architecture # LC-0000318
MEMORANDUM
UTILITIES DEPT. NO. 99 - 291
TO:
Michael Rumpf, Acting Planning
FROM:
John A. Guidry, Utilities Director
DATE:
October 29, 1999
SUBJECT: Sterling Records Management
We cannot approve the rectified site plans due to the following conditions not
being met:
1. Canopy trees (Gumbo Limbo) are shown encroaching or overhanging utilities
easements containing water mains in at least 5 locations. These trees should
be relocated so as not to overhang the easements, or changed to palm species.
2. The drainage system does not have a positive outfall to surface water.
According to the engineer's calculations, the 100-year, 72-hour storm will
result in an additional 5.20 acre feet of water being discharged either into the
public right -of-way, or onto the neighboring property. This condition is not
acceptable. A positive drainage outfall must be provided.
Please advise Peter Mazzella (742-6404) of this office, when revised plans are
submitted that address the above issues.
JAG/PVM
xc: Skip Milor
File
,';!;'
JUt NOV - II~ , .."
"'-. . "... ' (...)/.
".)---1
',...,.,.-.......,q"
61! Consulting Engineers [f>lanners u....rveyors
7301A West Palmetto Park Road, Suite 100A
Boca Raton, Florida 33433 (561) 392-1991
FIRE FLOW CALCULATIONS
STERLING RECORDS MANAGEMENT
BOYNTON BEACH, FLORIDA
DESIGN CRITERIA:
Size system to handle maximum day demand plus fire flow.
Determine fire flow from ISO Guidelines, 12/74 Edition.
COMPUTATIONS:
I. Compute maximum day demand (Warehouse/Office)
1. Average Daily Flow = 24 loading bays x 100 gal/day = 2,400 gpd
14,914 SF x 0.15 gal/day/SF = 2.237 gpd
Total ADF = 4,637 gpd
2. Maximum Day Demand = 2.25 x ADF = 2.25 x 4,637
= 10,433 gpd/1440 = 7.3 gpm
II. Compute fire flow (use largest building)
1. FireFlow=F=18xCx(A)2
C = 0.8 for non-combustible cons!.
A = Building Area = 93,556 sq.ft.
= 18 x 0.8 x (93,556)2 = 4,405 gpm
2.
Low Hazard = 25% reduction in value of #1
= 0.75 x 4,405 = 3,304 gpm
3.
Automatic Sprinkler System = 50% reduction in value of #2
= 0.50 x 3,304 = 1,652 gpd
4.
Separation from adjacent structures = 90' separation
= 10% of Item #2 = 330 gpm
5.
Required Fire Flow = 1,652 + 330 = 1,982 gpm, Use 2.000 aom
III.
Required flow = max. day demand plus fire flow
= 7.3 + 2,000 = 2,007 gpm
7Q, "'/"
q.-
Page 2
Sterling Records Management
Fire Flow Calculations
IV.
Hydraulic analysis of system:
245'-8"PVC
50psi @
+1465 gpm
1(6J
50psi (fy
~
C = 120
d =8 in.
L,,= 245 II.
L",= 156011.
-'
K = 10.44 x L
A8 CUS X dU1
10.44 x 245
1201,asx8~7
= 1.46x10'
1560' -8"PVC
-540 gpm
10.44 x L _ 10.44 x 1465
KBC= CUS xdU7 - 120U5xaU1
= 9.27x10'
PIPE K Q.(gpm) h,=KQ ~.. I~I
AB 1.46x10' +1465 +10.50 0.00717
BC 9.27x10' -540 -10.52 0.01948
:L..Q.02 :L 0.02665
CORRECTION( ~=
- :Lh,
~=
-(-0.02)
1.8S(0.02665)
= +0.41gpm
EXISITNG PRESSURE AT EACH TIE IN = 50 psi = 115.511 HEAD AVAILABLE
HEAD LOSS THROUGH SYSTEM = 10.5 II = 4.6 psi
RESIDUAL PRESSURE AT END OF SYSTEM = 50.0 - 4.6 = 45.4 psi
RESIDUAL PRESSURE AT END OF SYS,TEM IS 45.4 psi> REQUIRED RESIDUAL
PRESSURE OF 20 psi THE SYSTEM IS ADEQUATE.
ENG:\C:\BARRYF\3612FJREFLOW.OOC
~' i
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
DESIGN CRITERIA:
Water Table Elevation =
Rainfall Depths:
8.50 NGVD
16.00 Inches (100-year-24-hour)
12.50 Inches (25-year-24-hour)
8.00 Inches (5-year-24-hour)
PROJECT AREAS:
Existino
Proposed
Project Area
Buildings
Paved Areas
Sod/Landscape Areas
8.09 Ac.
0.00 Ac.
0.00 Ac.
8.09 Ac.
8.09 Ac.
3.42 Ac.
3.40 Ac.
1.27 Ac.
STAGE VS. STORAGE ASSUMPTIONS:
Component Name Storaoe Tvpe Area ( ac.) Start Elev Endino Elev.
Parking L 1.58 13.75 15.55
Truck Dock L 1.39 12.50 13.00
Entrance L 0.25 12.00 14.50
Perimeter L 0.90 13.00 14.50
Walkways L 0.18 15.55 16.55
Open L 0.37 14.80 16.10
Trench L ... 12.00 ...
... see section VIII for the corresponding areas
COMPUTATIONS:
I. Compute Pervious-Impervious Acreages:
Existino Conditions:
Impervious Acreage = Building + Paved Areas
= 0.00 + 0.00 = 0.00 Ac.
0.00 Ac.
8.09 Ac.
% Impervious
=
x 100 = 0.0%
Pervious Acreage
=
Project Area - Impervious
8.09 - 0.00 = 8.09 Ac.
8.09 Ac.
8.09 Ac.
x 100 = 100.0%
d
SUBMITT~ / ._.~_
LER
R. IS D ENGINEER
CERTI ICATE NO. 25478
STATE OF FLORIDA
DATE
% Pervious
=
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
Proposed Conditions:
Impervious Acreage = Buiiding + Paved Areas
= 3.42 + 3.40 = 6.82 Ac.
% Impervious
=
6.82 Ac.
8.09 Ac.
x 100 = 84.3%
% Pervious
Project Area - Impervious
8.09 - 6.82 = 1.27 Ac.
1.27 Ac.
8.09 Ac.
x 100 = 15.7%
Pervious Acreage =
=
11. Compute Soil Storage and SCS Curve Number:
1. Water Table Elevation = 8.50 NGVD
2. Average Proposed Finished Grade Elev. = 14.00 NGVD
3. Average depth to wet season water table = 14.00 - 8.50 = 5.50 ft.
4. From the soil storage table, for an average depth of 5.50 ft., considering 25% soil compaction,
we can store up to 8.18 in. of moisture in the soil column beneath the pervious areas of the
developed site. The pre-developed soil storage is 10.9 inches.
Existinq Conditions:
5. Ground storage under pervious areas:
10.90 in.
12 in./ft.
x 8.09 Ac. = 7.35 Ac.-ft.
6. Equivalent soil storage:
S 7.35 AC.-ft. x 12 in. 10.90 in.
= =
8.09 Ac. 1ft.
7. SCS Curve Number:
CN = 1000 48
=
S + 10
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
Proposed Conditions:
8. Ground storage under pervious areas:
8.18 in.
12 in./ft.
x 1.27 Ac. = 0.87 AC.-ft.
9. Equivalent soil storage:
s =
0.87 AC.-ft.
8.09 Ac.
x 12 in.
1ft.
= 1.28 in.
10. SCS Curve Number:
CN =
1000
S + 10
=
89
111. Compute the increase on runoff for a 100-year, 3.day event:
3-day Rainfall Amount:
Existing Conditions:
21.74 in.
Runoff = [21.74 - 0.2 ( 10.90) 2
[21.74 + 0.8 (10.90)]
=
382.59
30.46
= 12.56 in. runoff
Volume = 12.56 x 8.09 =
12
8.47 Ac-ft.
Proposed Conditions:
Runoff = [21.74 -0.2(1.28)] 2
[21.74 + 0.8 ( 1.28) J
=
461.53
22.7673
= 20.27 in. runoff
Volume = 20.27 x 8.09 =
12
13.67 Ac-ft.
Increase in Runoff:
Increase = 13.67 - 8.47 5.20 Ac-ft.
= 226A53 c.t.
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
IV. Water Quality:
Greater of the following: (A) Store the first inch for the entire site; (B) the amount of 2.5 times the
percentage of imperviousness.
(A) Volume = 1 in. x 8.09 ac, x 1/12 = 0.67 ac-ft
(B) Site Area = Total Area - (Bldg. + Lakes)
= 8,09 ac. - 3.42 ac, = 4.67 ac,
Impervous Area = Site Area - Pervious
= 4.67 ac. - 1,27 ac, = 3.40 ac,
Volume = 2,5 in, x (Impervious Area/Site Area) x Total Area x 1/12
= 2.5 In. x (3.40 ac./4.67 acl x 8,09 ac, x 1/12 = 1,23 ac-ft
The total required water quality volume is 1,23 ac-ft.
V. Pretreatment:
Commercial projects are required to have 0,5 In. of pretreatment in dry retention.
Voiume = 0.5 in, x 8,09 ac, x 1/12 = 0.34 ac-ft.
VI. Exfiltration Trench Storage:
For parking lots with exfiltration systems the trench shall be designed to handle
the 5-year 1-hour storm event which equals 3.2 inches.
Volume = 3.2In. x 8.09 ac. x 1/12 = 2,16 ac-ft.
Any additional trench provided beyond this volume requirement will only be
counted for the physical storage capacity which equals the pipe volume
plus 50% of the unsaturated trench volume.
STERLING RECORDS MANAGEMENT FACILITY
BOYNTON BEACH, FL
CAULFIELD & WHEELER PROJECT No. 3612
SFWMD SURFACE WATER MANAGEMENT CALCULATIONS
VII. Exfiltration Trench Criteria:
Length ofTrench Provided:
Top ofT rench:
Bottom ofTrench:
Pipe Invert:
Hydraulic Conductivity:
Exfiltration Trench Width:
Average grade above pipe:
Water Table:
600 ft.
10.75 NGVD
7.50 NGVD
8.50 NGVD
6.62E-04 cfs/ft.2 - ft. Head
7.50 ft.
12.50 in.
8.50 NGVD
VIII. Exfiltration Trench Computations:
1. Length= VI {Kx((HxW)+(2xHxDu)-(DuxDu)+(2xHxDs)) + (0.000139xWxDu) } for Du > Os
Length= VI {Kx((2xHxDu)-(DuxDu)+(2xHxDs)) + (0.000139xWxDu)} for Du < Os
Length= VI { C }
Where: (K) (cfs/ft.2 - ft. Head) =
(H) (ft.) =
(Du) (ft.) =
(Os) (ft.) =
(W) (ft)=
Hydraulic Conductivity:
Depth to Water Table:
(Average Ground Elevation - Water Table)
Unsaturated Trench Depth:
Saturated Trench Depth:
Trench Width: 7.50 ft.
H = (ft.)
4.00
Ou = (ft.)
2.25
Os = (ft.)
1.00
K=
6.62E-04
C (Ou>Os)
0.03607
C (Du<Ds)
0.01621
.Q
0.03607
L=(ft)
600
Slorage in Trench:
V(ac-ft):
2.19
2. Required and Proposed trench length and storage:
Exfiltration Length =
Physical storage length =
"T otallength =
Exfiltration Storage =
Physical Storage =
Total Storage =
600ft
1914ft
2514 ft
" T otallength does not include the
200' proposed within SW 351h Ave.
right-of-way.
2.19 ac-ft
0.39 ac-ft
2.58 ac-ft
3. Equivalent stage vs. storage (linear) for trench storage volumes:
Storm Area (ac) From Elev. To Elev. Total Vol. (ac-ft)
5 year 0.484 8.5 13.83 2.58
25 year 0.362 8.5 15.62 2.58
100 year 0.330 8.5 16.33 2.58
COrO(lany Name..............:
E',;.,..::ut;ion {)i\i;t=,............:
I":AUU- T FI D 1" WHEELEP.
1. t') --, 1 ~:;j--I '::;':~.;:~
It\lI:':.
Program N;:HII~..............: heR --,- ((J~j/"b/Bh)
Project Name...... ... .....:
Engineer's _Name...........:
Pro_ject Area..... ... ......:
Grout,d Storage............:
fE,rrllinatiO::H1 Discharqe.....:
Uistr'ibution Type.........:
Return Frequet1cy..........:
Rainfall Duratiot1.........:
::;::4-hy F'ainfall............:
Reporting Sequence........:
storaClt?-
Entry
Fntl"y
Entry
Entry
Entry
Entry
Entry
P.:::d, nt
No.
1
"
.,
"
~
.,
f:,
7
8
9
l()
11
t::"
It1formation.......:
Ne..
No.
No.
No.
1....._.......:
STERL I N(:i PECDPD~; t'I/,NAGEt1ENT
C:AULF I ELl) ~( WHEELEP
8.09 acres
1 . :?8 i no: ht,.s
100 cfs
SFWr1D
5 year-s
1 -day
8 in<::hes
St andar d i z erl
Cowpont=,nt
I\larfle
PAPKIN(l
TPlIC:f': DUI :f;:-
ENTRANCE
PER I I"IETEP
WALKWAYS
rtPEN
r'r';"ENC::H
Di 5' hal" qe
(,:: fs')
0.00
O. (H)
0.00
0.00
O. (ll)
0.00
0.00
(1.00
0.00
0.00
0.00
0.00
St or i3ge
Type
L.
,-
I..
l..
I.
I
V
ArE-a
Start Elev
(NCND-ft)
13. 7~~j
12. ~:)
Endinq Elev
(NGVD--f'l:; )
'-::' .
",_..............
3............. :
4............. :
Nt:).
No.
:5.............:
f.. . . , . .... ... . :
7.............:
Stage storage
(ft) (a f)
1:2.00 1.hR
1.2. ~')n 1, . 9:~
1:-::.00 ::? ~jb
1,3.50 ;-:':. E,3
(ao::re!"i)
I . ~':'jFI
1. :::)'J
1 :5. :j~i
13.n
14. ~j
14. ~,'j
No.
14.00
14.50
15.00
4.'::;'0
. :25
12
1 '~~
1 "5. ~,S~)
16. ~j~:i.....
1 f.. 1
6.55
15.50
8. ~50
10.73
13.1'3
.9
.ID
.37
.4U
14.0
H. ~'j
lE.on
15.50
1'/. (ll)
17.50
l~L 73
IB.:::l
20.813
- - - - RES E R V 0 I R - -
Accum. Instant Averag@
Vol umf~ [Jut flow Pi schq@ IIi s':.lge
(af) (af) (c fs) ('::: fc,;)
Pain ACt:url1. 'Basin A,:,:um.
Tim@ fal I Punof f llischrF!' Inflow
(hY' :> (in) (in:) I,'::: fs) (a f)
Staqt'"-
(H)
0 , I() 0 00 (I O{) I) 0 0 , I (I , , o. 0 o. 0 o. , , 1 L 00
4 0(1 , :> 3f, 0 (I l 0 j O. I) 0 (I o. (I , , 0 n 0 I :> 0:::
f1 00 1 1 0 0 r',.-, 1 () " 0 " U t) 0 0 0 (I 1 ,", 1
~:,,:,
t '-' 00 l 70 0 n .', 0 "c- o ~) () (I n. 0 () 0 ' ~, 54
. ,- d
1 t 00 .-., 1 .-"- 1 1 "' ~ u H '-' H 0 0 I I ,-, I) n ~:3 1 '3
..., ,::, ,;, d
I 1 50 .:~ "~ 1 47 ~,) b 1 (j j 0 , , 0 o. 0 0 I I f, GH
dJ
j 1 75 .-. ':~O 70 3'3 ':1 j H 1 H " I (l I , (I , I I , I n 04
,.:, '-
j Ot) ~ ::?~'i ,,:, 97 ,j 1 7 .. 7 ;,? 7 , I. I I O. (I 0 I I 1 7~'j
.- d
1 ~j(J " D::O~ 4 5~:: ':J ,:,. 1 .:.,. I. I I (1 I , 0 (l " 1 d I ';:1
.. ~.J .
I 00 E. 1 " " D3 " fJ ,,~, a ., ( I (l 0 I I 0 I) 1 ",. 30
..;:, d ,:)
1 " uu E ~:A "; '3 "' ~-" ,.., ,:,1 I) 0 o. I) o. () j ,:,. 44
. .. w ,~..
t F. 00 7 04 ~ "1 1 1 '3 ., EJ ., 8 o. I) o. 0 o. 0 1 ,~, 50
d .,. ,:J.
20 00 7 b:2 E ;:? 1 1 " .- " " 0 0 n 0 0 (l 1 ,:,J 73
~," 00 <l 00 E. C~3 (. , 13 " ~:i 4 ~ 0 0 0 0 (I >) j ~~, 03
..,
Ma:-; j filum f3t age -- j ., [33 f eet:
,:;'
Ma :-; i mUH, Di sc hi::\r oe -- l) 00 <:: f s
Company Name..............: CAULFI~LLI & WHEELER, INC.
Execution Date............z 10-15-13g9
Program Nam~..............~ 5CS -- (05/06/86)
Projl'!ct Narll€.-..............: STEPLIN(:; F.:ECORDS I"IANAI3EMENT
Enqineer's Name...........~ CAIJLFIELD & WHEELEP
Project A~ea..............: 8.09 acres
Ground Storage............: 1.28 itlChes
Termitlation Discllarge.....: 100 ~fs
Di~;tributic'n Type.........: !::WWI1D
Return Fre(lUency..........: 25 years
Raitlf~ll UuratiOtl.........: 3 -day
24-tlr Raitlfall............: 12.~ itlChes
Reporting Sequence......_.: Standardized
Sf; (w aqe
Cc.rllponent
Narl1e
PAh:K I NCi
TPUCV DDCf::
ENTRANCE
PEF.' I l'lETEP
WAU<WAYB
lJPEI\l
TPENCH
Dischar.ge
(c f5)
0.00
0.00
0.00
0.00
0.00
0.00
(l.on
(I.UU
o.oel
(1.00
0.00
u.OO
Start Eley EtlClitlQ Fley
(NClVD-ft) CNGVD--ft)
Storaqe
Typt'
,L
L
l.
l_
L
L
V
Itlformation....._.:
(H-€-a
(acre~:;)
Entry
E::ntry
Entry
Entry
Entry
Entry'
Entr-y
Point
Ne..
1\10. 1.............:
No. c,.............,
:I,. ~iB
1. :]':;1
13. 7~,:,)
12. ~i
12
t ~~:;. ~;:':=;
J3.U
14. ~,:,;
14. ~-;
IE.. 5'0
IE.. I
N(). 3.............:
. _'Cod
.9
.1fJ
L-3
15.55
2
No.4.............. .
No.5. ....... .... . ~
No. F..............,
Nc}. 7.............:
Stag€- Storage
( ft) (a t)
12.00 1.26
12.50 1.45
13.00 2.02
.37
. :35
14.8
B.5
c,
4
13.50
:I.4.no
lA.50
15.00
15. ~iO
th.Ot)
16. ~-:=;o
J7.00
I 'I ~ ::~iO
::'-1. O~,-l
"
d
4.24
E
7
H
'3
1(1
11
I;:
:5. B3
7.72
'3. B-3
L2. :?';:1
14.77
17. :::-'3
I'J. FIn
rlri'..".
(hr)
F:ain Ac:cufIl.
fall Punoff
(in) (in)
- - - - - R f~ S E R V n J R -- -
Accl,.lrI"l. [n~;t<':\nt ,-\v~'H'aqe
Volume (1lJtflow l)i5c~lge [lisctlqe Stagt'
(at) Cat) (cf!:;) (cfs) (ft)
... Ba~:;i n
1)1 ~;chqf.:o
(c 'fs)
ACClHJ'I.
Jtlflow
(af)
0 00 (I 00 (I 00 (l 0 0 I) 0 0 0 0 0 0 O. 0 1 - 00
4 00 (I 30 O. 00 0 0 0 0 0. 0 I) 0 O. (I 0 0 o. 0 I
U 00 (I E, I u~ on (I " t). I 0 l 0 0 O. 0 u . , o. 47
I 2 00 0 '3 I 0 22 0 3 0 :;: U L o. 0 O. 0 I) I) I 3':1
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Cc.mpany I\larl.I€'-..............: C:f.\ULFlt:,L.1l ~~ WHEELER, [N1_:.
E',;,'~.:ution Dat'''............ n," 1.0'-"1~;""'1.q'::;,q
PyotJy'am Name....... n......: SCS .....-. (O~3/0h/H6)
Project N~HI'le..............: STEPLIN() f;:~EC{]F.:DB t"lANAI.:iEMENT
Engin€-eY"' s Namt:.-...........: CAULFIELD ~~ WHFELEF.:
Pro,ject Area..............: 8.09 acres
Ground Storaqe............: 1.28 incfles
To2'rminatiotl Discharge.....: 100 cfs
Distribution lype.........: SFWMD
F.:eturtl Frequency..........: 100 years
Painfall Duratio::on.........: 3 -day
24-hr Rait'fall............: 16 il1clle5
Repoyting Bequetlee........: Standardized
St ':'1" age
Entry
Entry
Entry
Entry
Entry
Entry
Entry
Point
Ne..
5
7
B
'3
10
11
12
Time
(hI")
Informatiotl.......:
No.1............. :
No. ~:'.............:
~~
No.3............. :
No.4............. :
No. ~).............:
No.6............. :
No.7............. :
Staqe Stl)raqe
( ft ) (;:I. f)
1:2.00 1.14
12. ~')O 1. :::-;:-
13.00 1.87
1::3. :::'ie) ? El7
14.00 4. OF,
14. ~:iO 5.63
l~'.).OO 7.51
l~S. 50 '3.66
If:..OO 12.04-
1G.50 14.51
17.00 17.01
1/7. 50 1';~. 51
Ceomponent
Name
PAP~< I NCi
TPUCk IH]CV
ENTPANCE
PEP I I'IETEH
WALKWAYS
OP~N
rF~EN(:H
Oischarqe
(e fs)
0.00
0.00
u.uu
O. on
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Start Elev Ending EI~v
(Ni:?:iVD-ft) (NGVD-ft)
c.
4
~
d
Rain
fall
(in)
Ac 0::: urn. "
Runoff
(in)
Basin
[Ii schge
fo: fs)
Sto:oyaq€-
Typ",
L
L
,-
l_
L
L
V
Ayea
(aey'es)
1. ~)H
1.3'3
1:"';.5:5
t:3.75
12.5
1:2
13
15. 5~,)
13.0
14. ~:;
14. ~j
.-""
. ",,~d
.9
.18
. :31
.~:La
16.~):5
15. :1
lA.B
n. ~';
A,:curIi.
Inflow
(af)
- - - - - RES E R V 0 I R ~ -
Accum. Instant Average
Volume Outfle.w Dischgl? Dischgl?
(af) (af) (efg) (cfs)
Stage
(ft; )
I) 00 0 00 U 00 0 0 0 0 O. u 0 0 0 (J 0 (I 1 L 00
4 00 0 3'::1 0 0 1 u 1 0 0 O. 0 0 , > <. , 0 0 0 0 0'7
B 00 0 7f:l U 1 ,..1 (I 4 O. 1 n , u '- , 0 0 , , 0 1 t);:--:}
1 00 1 1 7 0 ~'::El I). ,,,J , ). ., () '" O. 0 O. (I , ) I) 6:3
.- ,-. '.
1 r; 00 1 56 (I f,('. <) E. '-' 4 0 " 0 0 o. ( , , , , , 4 ~_)7
20 00 1. '3~,) , , ':!C 0 6 , ). 6 U 6 () 0 (I~ 0 O. 0 (, 1'"
:24 00 2 34 I ::-'9 I) 7 " '~ (I '~ 0 0 0 0 0 0 ') 03
;:8 ( ll) 2 ':10 1 79 , 0 , ;;: 1 .- , , 0 0 I) O. (J 1 . 1 4
"',,-, 00 47 2 ::)0 1 1 1 E 1 f 0 t) 0 0 I) 0 1 ~? 70
'" ,.
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40 00 <I f:. I '" 3[; 1 1 ,:] 2 '''' I). (I O. 0 0 0 1 3 1 9
.- ,_:,
44 00 d. 1 H ,~, '30 I. 1. .- 6 .- ('. 0 0 O~ 0 u '-' 1 ";, 38
4B , )0 ~S 7.:.1- 4 45 1 . 1 ,;:. 0 ,;;' 0 U ( , 0 , , '-' (J j ,:) ..'I"J
d,:;' 00 5 45 ,~ 1 ~ 1 B '" 5 '" " 0 I) ,> I) (I I) 1 c. 74
" .J
~:;6 00 7 '34 b. 58 3 8 0\ 4 4 4 0 0 (I. I) (I 0 1 4 1 1
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. d .J L
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5'~ 50 1 0 B~! '3. 45 1 .-, '3 E 4 (-;, 4 0 I) 0 0 o. 0 1 '1 55
5'3 75 1 3 54 1 ~. 1 L B7 1 13 .- B 2 (J 0 (, 0 I) 0 1 4 '34
(-,0. 00 1 5 ::4 1 4 80 87 4 1 0 (I 1 0 , ) 0 I) 0 () (I (I 1 ~ 36
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72. 00 .- 1 74 20 2B 1 5 1 ,:l 7 j c. 7 0 0 0 0 0 I) 1 E. 33
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D~e 07 00 10:07..
ALAN STRASSLER
1 561 624 0720
P'-1(;k.-
ALAN STRASSI.ER ARCH1TEC'rS. INC.
88~5 N. MILITARY TRAIL #2010 //
PALM BI;ACH GARDENS. FL_ 33410
1':561.627.0336 1'":624.0720
E .MA I I. :astrassl e r@aol.eom
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