HomeMy WebLinkAboutRevisions; Drainage Plan for Stormwaterr
r
F ICE USE ONLY:
ATE FILED: lO
lAq
REVISION FEE: r 0
PERMIT #_
RECEIPT #
I
.
r,
PLANNING & DEVELOPMENT SER
BUILDING & CODE REGULATION
2300 VIRGINIA AVENUERE
FORT PIERCE, FL 34982.565(772)
� �
LA196%itting
462-1553ar
019APPLICATION
FOR BUILDING PERMIT
Depa 'tMLzdlt
PROJECT INFORMATION
C_ County FL
LOCATION/SITE
ADDRESS:
S"SOc1
P" c Kort/ '� r
die cc�
DETAILED DESCRIPTION OF PROJECT
RE SIGNS:
'n Q-!�
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
a9t
CITY:
STATE: ZIP:
PHONE (DAYTIME):
77Z- 370 -36'$Z FAX:
D Ale ; I O 1 : icl_al Nu ra Y ti7►A
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
CITY:
w PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE:
ZIP:
FAX:
ZIP:
FAX:
REVISION
k
1#4
October 18, 2019
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite #114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
welchinc@aol.corrr
I
i
Re: PACE DRAINAGE PLAN
5509 HICKORY DRIVE
'INDIAN RIVER ESTATES
ST. LUCIE CO., FLORIDA
To Whom It May Concern:
Concerning the Drainage at the above referenced site we have calculated, using the
SFWMD MBR Program for drainage runoff, the 100 year storm event using the
Plumbing Code 4.5" Storm for our the St. Lucie County area. Please note by the
calculations that the 100 year storm calculated will not adversely affect the neighboring
properties. In addition, to help with the drainage concerns, the contractor is installing
roof drainage gutters and piping as shown on the attached survey.
Thank you for your attention to this matter, and please do not hesitate to contact our
office if you should have any questions.
Sub itted b: J '
PAt L WELCH INC.
Paul elch, RE.-Rc%o
Fla R No.'/2-4945," "EIV0%
S.d
PW:ns',,;• OCT 1 8 2019
Permitting Department
5t. Lucie LOunty, FL
��FC01 NTY
PAUL WELCH INC
MECHANICAL ELECTRICAL C/Y/L ENG/NEE/?ING
1984 S. W. BxrmomE Sr: SUITE#f f4
PoRrSAINT LuciE, FL 34984
(772) 785 9888 PWELCH/NcPAm. com
PAUL WELCH, P.E. FL.4 Lic No. 29945 /
DRAINAGE CALCULATIONS
5509 HICKORY DRIVE
October 18, 2019
SITE DATA:
AREA....................................................................
BLDGS...................................................................
BLDG AREA IN CALC'S................................................
DRIVES / WALKS.........................................................
TOTAL IMPERVIOUS .............................................
TOTAL PERVIOUS ..................................................
TOTAL IMPERVIOUS ............................................
10000 SF or 0.23 Acre
2400 SF or 24.0 %
1340 SF or 13.4%
600 SF or 6.0 %
1940 SF or 19.4 %
1940 SF or 19.4 %
8060 SF or 80.6 %
SEE ATTACHED SFWMD COMPUTER PRINTOUT
S C S P R O G R A M
PROJECT NAME . . . . : 5508 HICKORY DRIVE
REVIEWER . . . . . . : PAUL WELCH INC
PROJECT AREA :_ - , 2--` CRFS
GROLUND STORWGE _6_60 INCHES
TERMINATION"DISUARGE : 10.00 CFS
DISTRIBUTION TYPE : SFWMD
RETURN FREQUENCY 100.0 YEARS
RAINFALL DURATION -DAY
24-HOUR RAINFALL 4.5e INCHES
REPORTING SEQUENCE : STANDARDIZED
STAGE STORAGE DISCH RGE
j (FT) (AF) (CFS)
16.80 .00 .00
17.00 .01 .00
18.00 .01 .00
RAIN
ACCUM.
BASIN
ACC
N
TIME FALL
RUNOFF
DISCHGE
IN
LC
(HR) (IN)
(IN)
(CFS)
(
F)
- .00
.00
.00
4.00
.20
.00
8.00
.62
.00
10.00
.96
.00
11.00
1.21
.00
11.50
1.44
.00
11.75
2.11
.08
12.00
2.95
.32
12.50
3.28
.45
.13.00
3.45
.52
14.00 3.68 .62
16.00 3.96 .75
20.00 4.28 .92
-24.00 4.50 1.03
R E S E R V O I R - - - --
ACCUM. INSTANT AVERAGE
VOLUME OUTFLOW DISCHGE DISCHGE STAGE
(AF) (AF) (CFS) (CFS) (FT)
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.1
.0
16.81
.0
.0
.0
.2
.1
16.82
.0
.0
.0
.0
.1
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
.0
.0
.0
.0
.0
16.80
1
6
SUMMARY IN
MAXIMUM STAGE WAS 16.82
MAXIMUM DISCHARGE WAS
TION
AT 12.00 HOURS
CFS AT 12.00 HOURS
CJ
JAMES CRUCE, JR. AND KRYSTLE RAGUSA, CENTERSTATE
BANK OF FLORIDA, INC.N.A., PACE 2000,INC.,
FIDELITY NATIONAL TITLE OF FLORIDA, INC.,
CHELSEA TITLE DIVISION
LOT 12
"VACANT
LOT 13
HOUSE
FIN.FL.EL.-
18.39' TH
HOWARD ST. /`L_ v
ELEVATIONS BASED UPON COUNTY BENCHMARK "DAMS", ADDITIONS OR DELETIONS TO SURVEY MAPS
ELEVATION = 14.97' N.A.V.D.-88 co co OR REPORTS BY OTHER THAN THE SIGNING
cry, PARTY IS PRO -�
O CONSENT OF aMu
10 FAC 5r
DENOTES TYPICAL EXISTING
ELEVATION ON 10/10/19
0 D
In
LOT 31- & FD.NAIL
m
FD I.R.& C. "VACANT" �'� FD. I.R.& C.
CAPPED WELL (EAST)
(LB7O56) LS369O HEAJAB
��"�
P.P. � 30.0
N 90*00'00� E BERM 12.5.00'� y
' >
�°
��
6
WATE METER
BOX
7S8 O
3' I V)
CD �$� CENTERLINE SWALE, . g3 ELEC. SERVICE
21.33' $9 ` A. �� 36.00' WIRE
J
I ,goo
rn SB 67.67' SB
J
D
`�
m ,c m 16' CONCRETE
I I c
=
o w DRIVE
^ r
8
z
r.0
0 0
21. 33' 10.33,
III
o l I
CD
o
O
0
SB
36.00
1s42'
O
165
�.
?zao ern.
ti ,
w 8.00 COVERED SB
s�I I �1
0
_
0 tl
om ti 6.83' z in PORCH/
°° ENTRY
z
� ,
m I
, x
y�omo �S �
r� ,� a r O m
ar m �
h�
Z
A oo n r� cn j2. V_
rrl �ox
v0
z
1
.1' u, ocn
II m rp rn -,9��' f'�
�
.00' o"
16.7' m X18.8 o No 0 803
m z o
co
N
z 67' j 3 Z N
>
0�
o m
'
O
3.42' n? m 0 4 DRAINFIELD AREA
m WA �,
a.v 0
® mz
00
O
N o EPTIC 4. '
® mm
31.67� 6.5' 3s.4' SBL(to�
Dm
O
t
2 —
16.8, SB O � � �� -� AINING ALL
\
Cb o, �' WALE ^�• 1
I
h h
CA vo.
t9.—
BERM S 90-00'®®H / � 1 �J.0® Ate' �� 0.00,
z�
FD. I.R.& C. (WEST) FD. I.R.& C.
LOT 33 2
® LS1272 (LS1272) sID�� FD.N
( ) ��,
XM�A-1*
IL &
o
•--- -�•:�� 6itlriviZ HOUSE TAB
FIN.FL.EL.= NaT's : OA43 WATV� bfzotj0 ? m �A
I D
�
-D
= r
18.: 4 «�'/4! Sl,v Fi- Utz �uTrl
S DOCUMENT PREPARED IN THE OFFICE OF:
®2A�,r.��� �.
M I TCH ELL AND ASSOCIATES, INC.
DESCRIPTION: (SUPPLIED BY CLIENT)
C.A.
LAND SURVEYORS & MAPPERS
759 S.W. SOUTH MACEDO BLVD.
PORT ST. LUCIE, FLORIDA. 34983
772-878-7547
( Wur- COMPLIANCE
20 lknr-M 20
I.-PLA:
P. = PLAT
M. =MEASURED
C. - CALCULATED
D. = DESCRIPTION
I.IL& C.'= IRON ROD AND CAP
W.C. = WITNESS CORNER
C.M. = CONCRETE MONUMENT
I.P. =IRON PIPE
N. & D. = NAM AND DISK
P.P. = POWER POLE
L.P. = LIGH.T�POLE
O.E.W.=OVERHEAD WIRES
ASrH. = ASPHALT PAVEIVIENT
R.P.L. = FLORIDA POWER & LIGHT
FD. FOUND
P-C. = POINT OF CURVE
P.T- = POINT OF TANGENCY
P.C.C.=POINT Or COMPOUND CURVE
P.ILC. = POINT OF REVERSE CURVE
P.O.B. = POINT OF BEGINNMG
P.O.C. = POINT OF CONDIEVCEMENT
CIL = CENTERIM E
R/W - RIGHT OF WAY
PALM - PERMANENT REFERENCE. MONUMENT
P.C-P.=PERMANENT CONTROL POINT
C.A. = CENTRAL ANGLE (DELTA ANGLE)
TYP. = TYPICAL
CONC. - CONCRETE
SB = SETBACK
R = RADIUS
FLOOD ZONE " X "
F.E.M.A., F.I.R.M. # 1202850281J
1211CO 281J 2/16/2012
nOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF
TEE FLORIDA LICENSED SURVEYOR
.�ZID MAPPER. (F.A. C. 5J-17)
)CIATES I
ZATION # LB4276:"=
AUGUST 5, �2-01"8 y_ -
"f �_,
AMNIDTA
RED LAND SURVEYOR AND MAPPER
REGISTRATION N0. LS3541-
(SINCE 1982)
DRAWN BY: C.A.M. APPROVED BY: M.E. REVISIONS FORM BOARDS 3/26/19 C.A.M. PROJECT SHT. NAME SHT. N0.
LOT .32, BLOCK 57 OF INDIAN RIVER
DATE: AUGUST 6, 3018 PROD. No. 4813 ADD F.F.E. 11/7/18 C.A.M. ESTATES UNIT 8—ST. LUCIE COUNTY, BOUNDARY SURVEY 4813
Dm, NO.: 4813 DWG, File name: C: \EPSA\4813 REVISE DRAINFIELD &ADD WATER SEf:V.a/25/�s FLORIDA. — 5509 HICKORY DRIVE, WITH IMPROVEMENT_
REVISED HSE DEMS. 8/9/18 C.A.M. FORT PIERCE, FLORIDA. 34982 LOCATIONS I
mFIT IFrnnv
LU I J/, OLUUN D / Ur IINUIIAIN KI VLK L:_)I A I LJ
UNIT 8", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 10, PAGE 73 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORID,
FINAL SURVEY: FORM BC)ARD LOCATION
SEPTEMBER 24-. 2019 ELEVATION: MARCH 26,
HOWARD ST.
ELEVATIONS BASED UPON COUNTY BENCHMARK "DAVIS",
JAMES CRUDE, JR. AND KRYSTLE RAGUSA, CENTERSTATE ELEVATION = 14.97' N.A.V.D.-88 co cn
BANK OF FLORIDA, INC.N.A., PACE 2000,INC.,41
FIDELITY NATIONAL TITLE OF FLORIDA, INC., DENOTES TYPICAL EXISTING ELEVATION AS o
CHELSEA TITLE .DIVISION. OF 9/24/19
D
LOT 31 FD.NAIL m
—,-FD. I.R.& C. +'6 "VACANT" FD. I.R.& C. AB
(LB7056) CAPPED WELL (EAST)°�(LS3690
HEA[� m
N 9 '00'00"E ^ 125.00'. ) qs P.P. k� D
8'
-per WA METER _ S z
}e^� co9� ^ g X18.3' �RFC.RVICE BOX 140p• 83, 7605•^
CA36.00 WIRE (NV) I
21.33' 67.67' xis.4 SB II D
SB
-+
v
Z m 16' CONCRETE I l c =_
^00 ��� o w DRIVE •%I I m z n
�b Z p • fn A o
+`6 0 0 21. 33' 10.33' k
I I O I 0
e 16.
oo �B �'.6. 0 16.33' 4' 36.00' a o
-17
n c> " B E' H -6.83•
ERED R' SB ,
iz°o z CH/J
cmz> n z n" o 82 �l —�I RY a j
+qz S• _
= ri* d r 0 8
mz z V etc j 21 m -az '
168' cn Ati 3019 � o II m 0 mm
58 V N 0 rri � rri
—
m 9� > m 7j 74Z� O
��$' lg -! z 67 N z 6
LOT 12 0 > 42' ti? 0 Op O fTl
u n o n"1DRAINFIELD AREA o n O
VACANT p m z
o PTIc 47.91'
16.9 v, rn
31.67' }o, .58' 35.42'NK SB a m O
SB �� �8)• WOODEN (� Zt
` cf) p ?• C/) O RETAINING WALL
o i 1 CD Do n�
CO,�• ZIP "wt 40' 410 7S)
CENTERLINE SWALE S 90*00,0) W-?' 125.00' Fp, I.R.& C. 91 0.00' ick
15'FD. I.R.& C. (WEST LOT 33 +' �• (LS1272)LS1272 am9 FD.NI
o m LOT 13 �� 9( ) HOUSE r� TAB
HOUSE . - FIN.FL.EL.= �� I �
zrn FIN.FLEL= 18.22'
� g 18.39'THIS DOCUMENT PREPARED IN THE OFFICE OF:
Sq s
C A MITCHELL AND ASSOCIATES
ADDITIONS ORDELETIONS TO SUJ2VEY MAPS
ORREEPORTS BY OTC THAN TIM SIGNING
PARTY IS PROHM rT �D WITHOUT THE WRITTEN FLOOD ZONE X "
CONSENT of THE SIGNTNGPARTY. F.E.M.A., F.I.R.M. # 1202850281J
(FAC.5J-17). 1211CO 281J 2/16/2012
20 0 20 40 60
Scale 1 " = 20'
Z 0
. LEGEND:
;7 m
P. = PLAT
hL = MEASURED
2 OJ
C = CALCULATED
M
' D_=DRSCRIPTION
D Z
LR& C = IRON ROD AND CAP
� n
W.C. - WITNESS CORNER
Q �
C.M. = CONCRETE MONUAENT
3 D
LP. = IRON PIPE
i L & D. = NAIL AND DISK
Z X
P.P.-POWERPOLE
LP. - LIGHT POLE
m
O-H. W. - OVERHEAD TM=
r
ASPH.= ASPHALT PAVEMENT
;U m
F.P.L. = FLORIDA POWER & LIGHT
� <
FD. =FOUND
C) D
P.C=POINT OF CURVE
D �
P.T_= POINT Or TANGENCY
r' O
P.CC=POAYT or COMPOUND CURVE
0 Z
PAC=POINT OF REVERSE CURVE
i I�
P_O.C= POINT OrCOMMENCEMENT
C-
CJL = CENTERLINE
R/R' = RIGHT Or WAY
. N
P.R.M. = PERMAN=, REFERENCE MONUhLENT
P.CS- = PERMANENT CONTROL PONT
Cif. = CENTRAL ANGLE (DELTA ANGLE)
TYP.=TYPICAL
CONC. - CONCRETE
NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISEDSEAL OF
THE FLORIDA LICENSED SURVEYOR
AND MAPPER. (F.A.C. 5J-17 )
NC•
DESCRIPTION: (SUPPLIED
BY CLIENT)
-.-
STlm�
LAND SURVEYOR'S
& M-APPERS
LOT 32, BLOCK 57 OF "INDIAN
RIVER ESTATES
759 S.W. SOUTH
MACEDO BLVD.
UNIT 8", ACCORDING TO
THE PLAT THEREOF, AS
PORT ST. LUCIE,
FLORIDA. 34983
RECORDED IN PLAT BOOK 10, PAGE 73 OF THE
PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
TES, INC.
!ON # LB4276
AUGUST 5, .20,1 g.
772— 878— 7547 SAID LANDS SITUATE IN ST. LUCIE COUN'-Y, FLORIDA. CLINTON A. QITCHELL, R.L.S.
FINAL .SURVEY: FORM BOARD LOCATION & REGISTERED LAND SURVEYOR AND MAPPER
SEPTEMBER 24, 2019 ELEVATION: MARCH 26, 2019 FLORIDA REGISTRATION NO. LS3541 -'
(SINCE 1982)
SWALE 9/26/19 C.A.M.
DRAWN BY: C.A.M. APPROVED BY: M.E. REVISIONS FORM BOARDS 3/26/19 C.A.V-. PROJECT SHT, NAME SHT. NO.
ADD F.F.E. 11 /7/18 C.A.M. LOT - 32,- BLOCK 57 OF INDIAN RIVER BOUNDARY SURVEY
DATE: AUGUST 6, 3018 PROD No 4813 ESTATES UNIT 8—ST. LUCIE COUNTY, 4813
- DWG, No.: 4813 DwG. File name: C:\EPSA\4813 REVISE DRAINFIELD & ADD WATER .SERV.8/25/18 FLORIDA. — 5509 HICKORY. DRIVE, WITH IMPROVEMENT.
REVISED HSE DEMS. 8/9/18 C-.A.M. FORT PIERCE, FLORIDA. 34982 LOCATIONS
I
C)
S