HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATEFILED: f &S6
REVISION FEE: 1 7 `ft(,-'rl-_
km
C9
5.�
SCANNEb
BY
St. Lucie Counh
RF.ViSV1NS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: to S. LCAivyE2 /_e
CITY: ST
PHONE (DAYTIME):T2�9�?
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER INFORMATION:
NAME: _
ADDRESS: _
CITY: _
PHONE (DAYTIME):
Revised 07/22/2014
PERMIT # 6 D1^t9O
RECEIPT #
ST. LUCIE COUNTY CERT. #:
FAX:
EiNA1L
FAX:
Z/
ZIP:
H E C F I WED
MAR 14 2016
STATE OF FLORIDA PERMITTING
DEPARTMENT OF HEALTH St. Lucie COUntp, FL
ONSITE SEI%III,GE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Deborah & Mark Connolly
PROPERTY ADDRESS:
8060 Plantation Lakes Dr Port Saint Lucie, FL 34986
BLOCK: SUBDIVISION: Reserve Plantation
PROPERTY ID #: 3328-41MO02-000-9
PERMIT #: 66-SF-I 647094
APPLICATION #:AP1215741
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR997726
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE WILL AND' VOID.
ISSUANCE OF THIS PERMIT DOES. NOT EXEMPT TEE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND
T [
1,050 ]
GALLONS / GPD Seotic
CAPACITY
A [
]
GALLONS / GPD N/A
CAPACITY
N [
]
GALLONS GREASE INTERCEPTOR CAPACITY
[r'MEMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [
]
GALLONS DOSI27G TANK CAPACITY [
]GALLONS #[ ]DOSES PER 24 NRS #Pumps [ 7
D [ 667 ] SQUARE FEET SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED br] MOUND
I CONFIGURATION: [ ] TRENCH [x] BED [ 1
N
F LOCATION of BENCHMARK: BM nail with 4 pink spots at NE comer of lot
I ELEVATION OF PROPOSED SYSTEM SITE [ 0.00 ][. INCHE3 F I
E BOTTOM OF DRAINFIELD TO BE [ 12.00]LI INCREs r FP )
it
D
0
2
H
E.
R
BELOW] BENCHMARK/REFERENCE POINT
BELOW] EENCHMARK/REFERENCE POINT
w arsltvi - L JU.UUJ lnwuss t:]n:AVN11ya 1 Wulmu: L 1 11vl:n b
ie system is sized for bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow
400 gpd.
ie licensed contractor installing the system is responsble for installing the minimum category of tank in accordance with
64E-6.013(3)(f), FAC.
SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist I
APPROVED BY: TITLE: Environmental Specialist I St Lucie CHD
Brian J In am
DATE ISSUED: 12/14/2015 EXPIRATION DATE: 06/14/ 17
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC o£ 3
.. 1.1.4 AP1215741 SE979491 J l
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The
Agency Clerk's facsimile number is 850-410-1448.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order
will constitute a waiver of your right to an administrative hearing, and this order shall become
a'final order.
Should this order become a final order, a party who is adversely affected by it is
entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings
are governed by the Florida Rules of Appellate Procedure. Such proceedings may be
commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the
Department of Health and a second copy, accompanied by the filing fees required by law,
with the Court of Appeal in the appropriate District Court. The notice must be filed within 30
days of rendition of the final order.
STATE OF FLORIDA APPLICATION 9 AP1215741
DEPARTMENT OF HEALTH PERMIT H 56-SF-1647094
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT It SE979491
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Deborah & Mark Connolly
CONTRACTOR / AGENT: Kamer Surveying, Inc
LOT: BLOCK:
SUBDIVISION: Reserve Plantation IDO. 3328.410-0002-000-9
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MOST
PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: EX ]YES I; ]NO NET USABLE AREA AVAILABLE: 1.71 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [I RESIDENCES-TAELEI / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 4275.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1500.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: BM nail With 4 pink spots at NE comer of lot.
ELEVATION OF PROPOSED SYSTEM SITE 0.00 [1 INCHES I / FT [ [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMum SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 100 FT DITCHES/SWALES: PT NORMALLY WET: C ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 15 FT POTABLE WATER LINES: 10 FT
SITE SUBJECT TO FREQUENT FLOODING? ( ]YES [X]HO 10 YEAR FLOODING? C ]YES [X7N0)
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT ( MSL / NGVD
LOLL. PROFILE INFORMATION SITE 1
USDA SOIL SERIES:Oldemar Sand
Munsell #/Color Texture
Depth
10YR 4/1
Sand
0 To 12
2.5Y 514
Sand
9 To 15
2.5Y 313
Sand
15 To 16
1 OYR 718
Sand
16 To 21
10YR 618
Sand
21 To 36
10YR 5/4
Sand
36 To 50
HOLE CAVING
Refusal
50 To 72
SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Oldsmar Sand
Munsell #/Color Texture
Depth
10YR 4/1
Sand
0 To 12
2.5Y 313
Sand
12 To 14
2.5Y 5/4
Sand
14 To 16
10YR 7/8
Sand
16 To 23
IOYR 618
Sand
23 To 38
1GYR 5/4
Sand
38 To 53
HOLE CAVING
Refusal
53 To 72
OBSERVED WATER TABLE: 13.00 INCHES [ ABOVE / HELOW ] EXISTING GRADE TYPE: r PERCHED / APPARENT 7
ESTIMATED WET SEASON WATER TABLE ELEVATION: 12 INCISES [ ABOVE / BELOW 7 EXISTING GRADE
HIGH WATER TABLE VEGETATION: C ]YES [X ]NO MOTTLING: I ]YES C ]NO DEPTH: 12.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: C ] TRENCH CX.] BED C ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined by using USDA WSS and soil borings.
S6 Stripped matrix. 10YR411 Stripped to 10YR5/1 Starting @ 12".
3B7 and SB2 U" above SM.
SITE EVALUATED BY: DATE: 02/11/2016
Were Brien (Title: Environmental Specialist g(ENVIRONMENTAL HEALTH)
DR 4015, 08/09 (Obsaletaa Previcva adi 1. which may vat be wand) Incorporated: 64E-6.001, PAC Page 3 of 4
AP121SY41 EID1647094 v 1.0.2
�e.rvvlvr-u
BY
St. Lucie Countv
gg LEGAL DESCRIPTION
i t Being a parcel of land lying in Section 28, Township 36 South, Range 39 East, St. Lucie County, Florida, being more
This page one (1) of two (2) of this mop of survey particularly described as follows:
containing the Surveyor's Report, Flood Zone Designation,
overall boundary information, legal description and other ® Begin at the Southeast corner of Lot 35 of the Plat of Reserve Plantation Phase IIA, as rcorded in Plat Book 26,
inenl information, shall not be full and complete without FPKD w"a va pages 13 and 13A to 138, Public Records of St. Lucie County, Florida; thence South 76 degrees 13'04"West along the
pog two
(2) of two (2) of this survey. Page two (2) L84363 Southerly line of said Lot 35, a distance of 374.31 feet to a point on a curve concave to the Northeast, having a
contal s important information regarding the improvements radius of 446.45 feet, central angle of 32 degrees 0238" subtended by a chord having a length of 247.21 feet and
locate on the subject property �1 bearing South 52 degrees 59'07" East, said point on a curve also being on the Northeasterly line of the Plat of
Sabal Creek Phase IV as recorded in Plot Book 24 pages 17 and 17A, Public Records of St. Lucie County, Florida;
Lot 35
A Lot 35 RES RVE PLANTATION PHASE IIA
Plat Bo 2 Page 13, St Lucie County point of
S76° "W 373.45' Beginning\
/ 4 ISLAND :* LB4363 FIRC 192 72' FIRC
LB4363
Radius=220.04'
Delta=34a07'55"—
LAKE \ Length=131.08'
•� v-y rr0 G•'A�
LEGEND AJJ 10
CIE — Covered Entry
CAC — Concrete Pad withAiO ro�� `sp
CB — Catch B sit�oning 9��\,i�0
CBS — Concrete Block Structure 2 c
CUP — Corrugated Metal Pipe Tr9
CPE — Concrete Pad with Pool Equipment 'C
CN — Cable N Box
EB — Electronic Box
GV — Water Gate YaNe
HID — Fire Hydrant
O/L — Overhead utility one
PP — Power Pole
SSMH — Sanitary Sewer Manhole
TOO — Telephone Communications Box
US — utility Box
WU — Water Meter
FCM — Found 4 x4'Concrete Monument
nP — Found }' Iron Pipe
nPC — Found Iron Pipe with Cop
FIR 5 — Found Iran Rod
FIRC — Found 15 bon Rod with Cap
SIRC — Set 15 Iron Rod with Cap 11917357'
nPC — Found 1/2• Iron Pipe with Cap
FM — Found Mag Nag
FMD — Found Mag Nail with Disk
FN — Found Nail
FW — Found Nail with Tin Tab
FPK — Found PK Nail
FPKD — Found PK Nail with Disk
FRRS — Found Rail Road Spike
/CO — In Pavement Cut Out
Prepared For:
MR.
St.
fie/ Vv�SO
Ca�9f o?g gs?
3gs7
Lend 29`981 y "(P
Z34 51, J
& MRS. CONNOLLY
FIRC
No ID
0.14'N
FIRC
LB3432
z
thence Southeasterly along the arc of said curve and the Northeasterly line of said Plat of Saba! Creek, Phase N, a
distance of 249.68 feet to a point of compound curvature concave to the North, having a radius of 452.07 feet,
iui central angle of 29 degrees 43'17", subtended by a chord having a length of 231.88 feet and bearing South 83
O) degrees 53'32" East; thence Easterly along the arc of said curve and the Northerly line of said ,Plat of Sabot Creek,
Z? Phase IV, a distance of 234.51 feet to a point on a curve concave to the East, having a radius of 205.00 feet,
La \ central angle of 35 degrees 18'40 , subtended by a chord having a length of 124.35 feet and bearing North 03
_ degrees 4935" East; thence Northerly along the arc of said curve, and departing from the Northerly line of said
I Sabot Creek, Phase IV, a distance of 126.34 feet to the point of reverse curvature concave to the Southwest, having
a. radius of 25.00 feet, central angle of 69 degrees 23'46", subtended by a chord having a length of 25.46 feet and
bearing North 13 degrees 1258" West; thence Northerly along the arc of said curve a distance of 30.28 feet to the
point of reverse curvature concave to the Northeast, having a radius of 220.04 feet, central angle of 34 degrees
07'55 ; subtended by a chord having a distance of 129.15 feet and bearing North 30 degrees 50'53" West, said point
of reverse curvature also being the proposed Southwesterly right of way of Plan nt n Lakes Drive; thence
rye Northwesterly along the arc of said cuand proposed Southwesterly right of y Lakes Drive, a
distance of 131.08 feet to the Point of Beginning.
A SURVEYOR'S REPORT r
o center uae ar i This Survey shall not be valid unless sealed with an embossed Surveyor's Seal
Plantation 2 No underground improvements have been located as part of this Survey.
Lakes Drive 3 The last field date of this Survey was: 11-24-15.
o 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search
o a of the public records was performed by this office.
Radius=25.00 5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth bbat%10,19
elta=69 23 48 Minimum Technical Standards (5J-17.050-052FAC).
gth=30.28' 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amoune
paidfor said Survey.
7 Unless other wise noted all bearing and distances are in accordance with the record plat and have been
verified by field measurements. See map for bearing base.
\ 8 Parcel/Lot line locations have been based on found survey control along -the center line o3(1 lgs
Center am of �J,�'
ySaddlebrook gf1The purpose of this survey is to show the graphical location of trees at a breast height circum ces IC
Drive
larger than 4" relative to the proposed improvements.
10. The Legal Description shown hereon was provided by the client and/or his/her representatives.
Radius=205.00'(P) 11 No ownership of fence lines has been determined as part of this Survey.
Delta=35'22'19"(P) 12 Off set calls to found survey control are relative to the nearest property corner, intersection of lines, point
Length =1 26.56'(P) of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point.
Radius=205.00'(D) 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public,
Delta=35'18'40"(0) and/or Private entities has not been verified as part of this Survey.
I Length=126.34'(D) 14 Elevations shown hereon are in accordance with the North American Vertical datum of 1988 and have been
based on County Bench Mark Maple at Elevation 7.956 li
FEMA Flood Zone data shown here on is based on PREPARED FOR:
the visual inspection of the digital Flood Hazardous Deborah A. & Mark S. Connolly
Maps provided by the Federal Emergency POIO Construction Inc.
Management Agency (FEMA) and is limited to the
accuracy of such maps. Prepared By: Regina C. Kamer, PSM#4363
Flood Zone: X, Community //: 120285 / Kamer Surveying, Inc. LB#7357
Panel #.* 0260, Suffix: J, Date: 2.72.2012
"RNER SURVEYING, INC.
Residential & Commercial Surveying Services
2740 SW Martin Downs Blvd.#333, Pofrn City, F1.34990
Phone: (772)288 7206 Fax:(7- 223 8181
WI
Shoat TRIP
Boundary Survey
Scales
N
Jo3 hh.
fe1072e
Shret P.'a,
2 of 1
nle ray
s1c.Ro,mw P)antauoa
tR
Lot 36 RESERVE PUNIARON RASE INPl. BeaJi 29, IS, St lode Count, SOy 5, aP ° a.1. SepticCArea FIRCFIRC°13'04"W 73.45' -a'- 10`va. a' .. L84363 40.0_.�Jr• rm a• ro4 ry�•UB o a'}tip• L t A - 1.7 Acrew�t Ropoaae w�ea� u,,, n• aw❑ EB 0ISLAND i/ 15aosquare Feet oflo'rri X20 Availabley•.rxa W ,�.eptic Area/ Is'a--- -w 4ti ( j %23 6o O +rye
a
0,- a c,
O �S � a• ww
J
Oa�op•G
9'h J? Ap6
"-20'
Proposed Building Detail
1
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O
48.00
N
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m
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2.00'V
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w
V
\
2.004,
\
t1.33'
3.33'
\
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a
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N
\
n
2.6,7'
\
_
\
°
2.67'
\
w
\l{{II
xe09_51
8.29
B/dg�S34.04
g
9
N
N
2.00`�
I
Proposed Residence at
Finished Floor Elevation 27.71
o
�
I
2.00a,
I
A°,
87.00'
N
I
x 82a
Prepared For:
MR. & MRS. CONNOLLY
r
X23 �.
X23.42
+ a rse PoM ryap e
N � • � 5 ,yg.
ti� �c�Ia
40.6 �ry k24.16 � � io• tsv
FlRC
bt I X24: ao No ID
-89.0'- lye' 0.14'N
Po 4 0
It � ryp.` X24.1 io• rw. �.
e• o:w �h 'i- 10" Pine •�ry°i'
\
PROPOSED RE FlRC
ELEL FINISHED FLOOR LOOK
s• �� EVA710N47.71 LB3432
\Vv
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7Fa. ,,., \-,1`I`-✓ --•tom"'\
a• 7 +9, a F v %a+c
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KARNER SURVEYING, INC.
Residential SE Commercial Surveying Services
2740 SW Martin Downs Blvd.11333, Palm City, 171.34990
Phone: (772)288 7206 Fax:(772)223 8181
m
0
0
c, BENCH
ARK Set Mag
EI. 23.37
Ct
,
adius=220.04D
ta=34°07'S5"
Le eth=131.08'
This page two (2) of two (2) of
this map of survey containing
information regarding the
improvements located on the
subject property, shall not be full
and complete without page one ('
of two (2) of this survey. Page
one (1) of two (2) containing the
Surveyor's Report, Flood Zone
Designation, overall boundary
information, legal description and
other pertinent information,
:y' DiJ
11y.
\
LEGEND
Cvi - Covered Entry
•Aj
GC - Concrete. Pad with
Air Conditioning
CB -Catch Basin
lb
CBS - Concrete Block Structure
Pipe
CUP - Corrugated Metal Pi e
\
$
�r0
C nncrete Pad with Pool Equipment
Coble
IN
'23•60
10
CTV - TV Box
`
3 5-f.
1
1
EB - Dectronic Box
Gv - Waterion
\
NrD - Fre�dre
OIL - Overhead Utility Line
Pole
370 s+
PP -'Power
6
SSMH - Sanitary Sewer Manhole
TCB - Telephone Communications Box
3 51
�,
\T23 9 •lp NB - utility Box
'\
3.62
LW - Water Meter
FCM - Found 4:5,4"Concrete Monument
_
• \
FlP - Found 1J' Iron Pipe
'
-�23.6
nPC - Found }} Iran Pipe with Cap
RR - Pound 15 Iron Rod
0 1
'
_
FlRC Found Iron Rod Cap
\
- 15 with
SIRC - Set 15 Iron Rod with Cap 1B/7357'
6
_ �RPC - Found 112" Iran Pipe with Cap
0
23.66
pp,,�� Found May Ndil
FMD�Eound flag Nail with Disk
%24.24 ��
FN - Fourld.,ypil
fNTT - Found Rd t, Tin Tab
3 g2 �\
r
Radius=25.00
FPK - Found PK Nail �
2/%
Delta=69°23'46"%CO
FPKOIRS - Found PK Hall with Disk
Found
PavemeRail
- InntRCut Oad ut
7 Length=30.128
yRadius=205.00'(P)
----- Del# 502 " -
LengRzaq
th=l2
Radius=20 .00'O ��.�,",yti
Delta= '18,126.40" '"" '
Length=126.34j(D)
Dot St. 1
Saddlebrook Dr Fovea
SITE PLAN
moet rite, -.
Boundary Survey
scam.
f•=40'
Doe11s
-5-IS
Lrarn Dp
Fleltl
CNa
1515.24
13.2a
,
Job Nc..
CARD Flan
15fa-18
Shoe: Na,
2 of 2
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SLC_ltasam Pbntatwn\RsearvePbnllWeo
RECEIVE®
MAR 14 2016
PERMITTING
St. Lucie County, FL