HomeMy WebLinkAboutD O H PAPERWORKII " 1L V �I PLICATYON R:."'.P'i=0:. 1 U',
STATE OF FLORIDk - PERMIT 0:56-SF-1948502
DEPARTMENTOF HEALTH DocimnNT u:F11357749
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 05110/2019_
CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE 'PAID
SCANNED FEE EAID;515:00
BY RECEIPT #.56-PID:-3938548
APPLICANT; Ron Raymond Construction St. Lucie Count, _
AGENT- Richard Laventure(Laventure & Associates Inc)
PROPERTY, ADD.REsS,c 1068 Gopher Ridge Rd Fort -Pierce, FL 34982
LOT: 17 & 19 .BLOCK':
SUBDIVISION: _ xDtt:.3404-805-0617-006-2
[ 7
[ ]
CHECKED. [S] IT,EMS ARE NOT IN COMPLIANCE WITH STATUTE'OR RULE AND MUST BE CORRECTED.
TANK INSTALLATION
Col] TANK SIZE Cil 1.090.00 [z]
[021 TANR,,MBTERIAL Polypropylene
[031 OUTLET DEVICE
[04j MULTI -CHAMBERED
[05] OUTLET FILTER Polylok-PL-88
[061 LEGEND. 1. 70_-143-110C4 2, -_- _- --
[07] WATERTIGHT
COS1 LEVEL
[09j DEPTH TO LID
DRAINPIELD. INSTALLATION
1101 AREA [i.]i 4:41.48: [21 'SQFT
[111 DISTRIBUTION BOX HEADER X
[221 NUMBER OF DRAINLINES 1. 6.00 2..._..
[131 DBAINLINE SEPARATION
-[14] DRAINLINE SLOPE
[151 DEPTH OF COVER _
[16] ELEVATION [ -asOVE _ / BELOW 1Bbl 10.00
1171 SYSTEM LOCATION
1181 DOSING PUMPS
1,191 -AGGREGATE. SIZE;
[20] AGGREGATE' EXCESSIVE FINES
[21] AGGREGATE. DEPTH
-SETBACKS
[27]
SURFACE WATER
FT
[281
DITCHES —
-
PT
[291
PRIVATE WELLS -
84
ET
1301
PUBLIO.WELLS
FT
[311
IRRIGATION WELLS
FT
[32]
POTABLE WATER ___
58 ^ -
-FT
[331
BUILDING FOUNDATIONS
$
FT-
[34]
PROPERTY LINES'
1:1
FT'
[351
OTHER
FT
FILLED / MOUND SYSTEM
[361 DRAINFIELD. COVER
1371 'SHOULDERS
[38] SLOPES
[391 STABILIZATION 12/06/20%
ADDITIONAL. INFORMATION
1
[40]
UNOBSTRUCTED AREA
[ ]
[411
STORMWATER RUNOFF
[ 1
[421
ALARMS
C. 1
[431
MAINTENANCE ,AGREEMENT'
[ ]
[441
BUILDING AREA
[' 1
[451
LOCATION CONFORMS'. WITH SITE' PLAN
C ]
[46]
FINAL SITE GRADING
FILL
/ EXCAVATION.MATERIAL.
..
c
[ 1
[471
CONTRACTOR MICHAEL.W STUHR(ASHTO
1
1221
FILL AMOUNT
[ ]
[491
OTHER INFILTRATOR QU cck4 Plus LQ36 LP
[ ]
C231
PILL TEXTURE
[ ]
[241
EXCAVATION DEPTH
ABANDONMENT
[ 1
[251
AREA .REPLACED
[ 1
1491
TANK PUMPED
[ ]
[261
REPLACEMENT' MATERIAL
[ ]
[50]
TANK CRUSHED 6 FILLED
Comae its: COmntents are on. page: 2.
-�
�)1< St. Luce, CAD
DATE-: 10/21/2019
CONSTRUCTION
[ -APPROVED
DISAPPROVED 1 ° Environmental Speciall it lIan
d ing(am JENVIRONMENTAL HEALTH)
FINAL SYSTEM
['APPROVED. J DISAPPROVED]:.-
St. LUCIe CED
DATE: 12/06/2019
:Environmental Supervis
lanna: S May (Florida Departmentof Heal
(Expl,oation. of Violations on foljoving: page)
DB. 4016, 08/09
(Obsoletes all previous editions which may not be used)
Incorporated:
64E-6.003, PAC
Page 2 of 3
h Qa lteuv2 `e'Y O.i Ai�t.t7 uiti
`.IOT338If:11-
STATE Or FLORTDk-
DErPARM=T OF HEALTH
ONSITS SEWAGE TFEATMENT'AND1 DISPOSAL SYSTEM
CONSTRUCTION INSPECTION AM FINAL APPROVAL
Comment
The system lssized'1&3 WroornsvVith a maximum occvpancyof 6 persons,(2
PEPMIT #w:56-5Fw1948502--
iDoanam #:,F11,357749
DATE Pal, Q$1,10120,19
FgE L'Jat).51:5.00
FMCEIPT lf�'56.-P[Q-3938548� .
Vow of 30D
filter, and 3x(5+3x7 long, OF'insfalled. No.violations, system ok to cover. Contractor notified,by phone. Needs final
on for mound -system, gutters; and final site grad.ing;
stem approved! I ;No violltions;observed. Emailed to the Contractor and building department_
D9 4016f 08/09 (Obsoletes all previous editions which MY not be used)
Xncorporated: 64E-6.003, FAC Page 2 of:3
EWaMabwa , 1,1: SO 19433"
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Ron Raymond Construction)
PROPERTY ADDRESS: 1008 Gopher Ridge Rd Fort Pierce, FL 34982
LOT: 17 &19 BLOCK: SUBDIVISION:
PROPERTY ID #: 3404-805-0017-000-2
PERMIT #:56-SF-1948502
APPLICATION #:AP1413636
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1228068
[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, E.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 NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 900 ] GALLONS / GPD Seotic New CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps
D [ 375 ] SQUARE FEET Drainfleld New SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [X] FILLED [ ] MOUND
I CONFIGURATION: [X] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK:
le X'BM" NID crown of road
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D I
O
T
H
E
,R
[ 13.001 d INCHES FT ] 11 ABOVE BELOW] BENCHMARK/REFERENCE POINT
[ 10.00][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT
ILL SE%2uIxEw: 1 IO.VVJ INCHES EXGAVAT+VN M YUlVZV: I 1+
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
300 gpd.
BY: Hunter ACollier TITLE: Environmental Specialist I
APPROVED BY: ,��gin k CS \ &I A _ TITLE: Environmental
Hunter A Collier
DATE ISSUED: 05/28/2019
DR 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
I
EXPIRATION DATE
St. Lucie CHU
11/28/2020
Page 1 of 3
v 1.1A AP1413636 SE1177442
% STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
W�ti, �v- 5qnn-��3�i53`I
PERMIT NO. �'JT 4DJ
DATE PAID:
FEE PAID:
RECEIPT #:
APPI:ICATION FOR:
[j New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ 7
APPLICANT: ®® n� R®e� � 11`y( rij9 �#hZU4�®�p ��'d6
AGENT: �l�e,Q�jjA,QG AVOLIAA��- , SAL- TELEPHONE: ���-(0q3®
MAILING ADDRESS:
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION r
LOT: p /� BLOCK: SUBDIVISION: PLATTED: 70
PROPERTY ID #: ?Y0q BoS-1;e9 j 7- to0 'L ZONING: P-s' 3 I/M OR EQUIVALENT: [ Y / N ]
PROPERTY SIZE: 0 30 ACRES WATER SUPPLY: [/X] PRIVATE PUBLIC [ ]<=2000GPb [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: i 1040 FT
PROPERTY ADDRESS: OOP GoP� 92106r g2A0
DIRECTIONS TO PROPERTY: 9C CV9K ftP-M— I/- /NT )e Or- 06-9--4,Azor-E AG—c
BUILDING INFORMATION
Unit Type of
NO Establishment
[y\] RESIDENTIAL [ ] COMMERCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
1 rN Y
2
3
4
[ ] Floor/Equipment Drains �[ ] Other (Specify)
SIGNATURE:C--9 DATE: Ap l
DH 4015, 08/09 (Obsoletes previous edit ons which may not be used)
Incorporated 64E-6.001, PAC Page 1 of 4
STATE OF FLORIDA.
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Ron IRS,
CONTRACTOR / AGENT:
LOT: 17 & 19
] Construction
Laventure & Associates Inc
BLOCK:
SUBDIVISION: ID#:3404-805-0017-000-2
APPLICATION # AP1413636
PERMIT # 56-SF-1948502
DOCUMENT If SE1177442
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDI
REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.31 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 465.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Orange X "BM" NID crown of road
ELEVATION OF PROPOSED SYSTEM SITE 13.00 [[INCHES / FT ] I ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT - LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 7FT PROPERTY LINES: 11 FT POTABLE WATER LINES: 10 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO]
10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: FT I MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Ankona
Munsell #/Color
sand
Texture
Depth
tOYR 4/1
Sand
0 To 14
1 OYR 511
Sand
12 To 19
1 OYR 6/1
Sand
17 To 28
1 OYR 7/1
Sand
26 To 54
10YR 6/2
Sand
44 To 54
1 OYR 4/1
Sand
54 To 72
USDA SOIL SERIES:Ankona
Munsell#/Color
sand
Texture
Depth
1 OYR 4/1 -
Sand
0 To 15
10YR 611
Sand
14 To 28
1 OYR 7/2
Sand
26 To 33
1 OYR 6/1
Sand
33 To 35
tOYR 5/2
Sand
35 To 38
1 OYR 2/1
Sand
38 To 42
7.5YR 313
Sand
42 To 60
1 OYR 5/3
Sand
60 To 72
OBSERVED WATER TABLE: 72.00 INCHES I ABOVE /
BELOW
]
EXISTING GRADE
TYPE:
[ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 27
INCHES I ABOVE
/
BELOW ]
EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO
MOTTLING: [X]YES
[ ]NO
DEPTH: 27.00 INCHES
$OIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION:
DRAINFIELD CONFIGURATION: [XI TRENCH [ ] BED [ ] OTHER (SPECIFY)
F REMARKS/ADDITIONAL CRITERIA -
WSWr determined using USDA WSS and soil borings. 10YR 712 stripping In 10YR 6/1 matrix > 10%with diffuse boundaries starting
at 27" in SB2. SB2 13" above SM. S131 18" above SM.
SITE EVALUATED BY:
001042K
DATE: 05/24/2019
'Collier, Hunter (Title: Environmental Specialist 1) (Florida Department of Health in St. L
DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
AP1413636 E101948502
Page 3 of 4
v 1.0.2
, • ��E
STATE OF FLORIDA PERMIT #.
.r DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
•�Y
SITE EVALUATION AND SYSTEM SPECIFICATIONS
�40 wL�
APPLICANT: rNl-4 I?A ymot-lo CM)rjfl•fC71b6tIAGENT:
LOT: ice ` 19 BLOCK: SUBDIVISION: 5-ru /19t
PROPERTY ID #: 3 "1/ 0 Y - 80j-00% 7- oo(7Z [Section/Township/Parcel No. o ID Number
TO BE COMPLETED BY ENGINEER• HEALTH DEPARTMENT EMPLOYEE•OR OTHER QUALIFIED PERSON. ENGINEERS
MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: ,P(] YES [ ] NO NET USABLE AREA AVAILABLE: 031 ACRES
TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21
AUTHORIZED SEWAGE FLOW: Ej b5 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE]
UNOBSTRUCTED AREA AVAILABLE: :?r goo 1 SQFT UNOBSTRUCTED AREA REQUIRED: qB SQFT
BENCHMARK/REFERENCE POINT LOCATION
ELEVATION OF PROPOSED SYSTEM SITE
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 1s FT DITCHES/SWALES: IS-- FT NORMALLY WET? [ ] YES [A NO
WELLS: PUBLIC: 200 FT LIMITED USE: '(OU FT PRIVATE: 15- FT NON-POTABLE:_O FT
BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: FT' POTABLE WATER LINES: >-10 FT
T
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [>q-NO 10 YEAR FLOODING? [ ] YES [r<] NO
10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
JVl.L eAublLz 1v2u fYY'xlua bl'lz L
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE:[PERCHED / APPARENT]
ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:_
DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED
REMARKS/ADDITIONAL CRITERIA:
SITE EVALUATED BY:
DEPTH OF EXCAVATION: INCHES
['] OTHER (SPECIFY)_
pi4g4p -- 4-IAvGIjnT g� � f oxiV4 PL,S• 5Z,
os 4015. 08109 (Obsoletes previous editions which say no be used) Incorporated: 64E-6.001,
Page 3 of 4
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Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDSWell #
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Reviewer:,
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RoofPlan
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Plumbing Ri.Diagram
A-1
STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT.
REPAIR MODIFY. OR ABANDON A WELL
4
59-29537
77-77, -1,7 It 777� f
Y
t —imot y j -t�u3gm5 vN dl 1 724
M 772 878-6695
abs lutewatersemim.Sgmail com
258 SE Vo)kerts Terrace
Port St Lucie
FI 34983
M
EID
F UP
IBM
T— A,"I, Vlln, L lom! .1%o.
I Ftll,:.'laier Swopk IZoa-rnj-,:, CXF.�
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MAY 2 2019
IS
On% I lllle�lloll
4i-xv,v
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11247.
St. Lucie County Health Department
Fiore c�� 5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH .
PAYING ON: a 56-SF-1948502 BILL ooc a 56-BID-4184731 CONSTRUCTION APPLICATION 4: AP1413636
RECEIVED FROM: Laventure & Associates Inc AMOUNT PAID: $ 515.00
PAYMENT FORM: CREDIT CARD PAYMENT DATE: 05/10/2019
MAIL TO: (Ron Raymond Construction)
FACILITY NAME:
PROPERTY LOCATION:
1008 Gopher Ridge Rd
Fort Pierce, FL 34982
17819
Lot: Block:
Property ID: 3404-805-0017-000-2
EXPLANATION or DESCRIPTION:
QUANTITY
FEE
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
-1 - Surcharge (All)
1
S
15.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
-1 - OSTDS Construction Application and Plan Review,New
1
$
100.00
123 - OSTDS Construction Site Evaluation
1
$
115.00
126 - OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
76.00
133 - OSTDS Construction Reinspection
1
$
50.00
RECEIVED BY: MontanezNM AUDIT CONTROL NO. 56-PID-3938648
I I I\I D: l I LLIO GIVE RU\ RA\U i\D CCU\) FRI. CTI(-)\ MY
PER\(IS-,ION I () :\C I -\N \Il :\GF\ 11\ ,\PP i Yl\{ i i CIR \ \\ L'I.I PLR\Iil ()\ LO I
GOPI IYR RIDGE ROAD
PROPL-91 Y (IMNER
Ions GOPHER RIDGE RU \D. Fr. PIERCL FL
PROPERFYADDRESS
PI IONF \i"\IBER
(VACANT) 14 101.E 10 y OT 16S89`4014"J�LOACAN$\ LOLL 1�11 �009 LOT(VAC20
_) 101.4' VACANT 100.00 � ( _
POSSIBLE
FENCE TIE ENCROACHMENT \1 FOD41 SOUTH)
(0.8' SOUTH, (Wipp/6.9' SOUTH) 7511�14�(0.4' EAST)
0.1 EAST) (SEE NOTE 8
PROPOSED RADIUS , LOT 21
WELL 0 LOT 17 I I ro (VACANT)
PROPOSED-,0�
WATER 75 WELL 26_0' _I LOT 23
POSSIBLE SERVICE RADIUS oI F - LOT 19 (VACANT)
ENCROACHMENT 3 COVEREDrFo
(OHU/35.5' SOUTH) I of PORCH I j� LOT 25
\ (SEE NOTE #8) 0� 14•8' 0 32.3' 1 3, (VACANT)
L 10.7' 125. �/ 14.B' (VACANT)
j
\ XENCE TIE cNi
\ (0.3' EAST) `9 o / LOT 29 & 31
0.6, 20.3' PROPOSED o FFE=101.39
LOT 13 & 15 W 14.8' I RESIDENCE n 101.5'
PROPOSED
FFE=101.56 �_O FFE=TBD jvf
\\ �O Cf)j 50.0' ��
\ LC)
0y 0_0-6.0' CpVERED ENTRY_- 1 14.8' �
- - - o r--
z MHO PROPOSED WALK 7S 00 IN E
POSSIBLE ENOACHMENT -- ���
(GUY ANCHORS/ SCALE : 1 "=30'
PROPOSED 11
14.0' NORTH) I� SEPTIC
(SEE nN1OTE #8) SYSTEM y y CALCULATED
9g 9g w (468 SO FT) oo, oo• POSITION
3 ?" UNOBSTRUCTED
R W AREA AVAILABLE R W LINE
(NO ID) 9° ry6 (3055 SO FT 1O01R 795.00
N89°40'14.W i PROJECT BENCHMARK
SET99 TAB (NO
1 00.00� EL 101 OTON(ASSUMED ID) 70�3
�- ASPHALT 8
-
CERTIFIED TO: LEGEND
TIMOTHY G. DITULUO AND SARAH E. DITULUO
SEACOAST NATIONAL BANK, ISAOA \ ?GOPHER RIDGE ROADA =CENTRAL ANGLE
FIRST INTERNATIONAL TITLE \ (30' RAW) R = CURVE RADIUS
FIDELITY NATIONAL TITLE (c) L - CURVE LENGTH
= CALCULATED
DESCRIPTION (P) =POUT
FNO =FOUND
LOTS 17 AND 19, J A SMITH'S SUBDIVMC)F%D kJ pi �.T IR = 5/8' IRON R00
N PIPE
THEREOF, AS RECORDED IN PLAT BOOK PARE' 104, F IC FPL = FLORIDAO POWER AND TIGHT
RECORDS OF ST. LUCIE COUNTY, FLORID�nvironmen al. ea t OHU = OVERHEAD UTILITIES
CM - CONCRETE MONUMENT
Site Plan q pXpved for Construction FIFE = FINISH FLOOR ELEVATION
SAID LANDS CONTAIN 0.31 ACRES, MORE OR NO = NAIL AND DISK
Supersedes rOrevious Site Plans for P.L.S. = PROFESSIONAL LAND SURVEYOR
SURVEY N CITES I OSTDS # `i�D'SF-19y�Sut& Well # LB - LICENSED P.D. - PLAT
MTBOOO
FKWgyESS
1. This survey is not valid ®Meat a Sig a original embossed seal of a
Florida Professional Land S�+j`�g�or. _- , ® = CABLE TELEVISION Box
2. Description provided by b1$71{e iC�rar OO = WATEAT&TR
PEDESTAL
�� ® - WATER METER
3. The last date of field work was May 3, 2019 (Sketch). = WOOD POWER POLE
4. Underground improvements and foundations were not located as part of this
= CONCRETE POWER POLE
survey.
5. Bearings shown hereon are based on the North R/W line of Gopher Ridge = EXISTING SEPTIC TANK
Road, bearing N89'40'14"W, as monumented. All bearings are relative thereto. ® - EXISTING WELL
6. All boundary information shown is calculated per plat, unless otherwise shown. a = GUY ANCHOR
7. Additions or deletions to survey maps or reports by other than the signing O - FND IR (NO ID)
party or parties is prohibited without written consent of the signing party or cIR C = CONCRETE
parties. DIRC = Ds IRON ROD x CAP
.U.E = DRAINAGE AND UTILITY EASEMENT
8. Lands shown hereon were not abstracted for easements, setbacks, U.E - UTLTY EASEMENT
reservations and right-of-ways appearing in the public records. -X- - 3' CHAIN LINK FENCE
9. Property lies in Flood Zone "X", per ma 12111CO277 J, dated 2-16-12. -0- = G' ALUMOODINUM
FENCE
p y p P ALUM =ALUMINUM
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, ! W
RESERVATIONS, AGREEMENTS, ANT/OROREASEMENTS OF RECORD.
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY F.Y.,
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHA C. LA NTURE, RIDA P.L.S. #5209 DATE
REVISION DESCRIPTION DATE BOUNDARY SURVEY
1 ADD PROPOSED RESIDENCE 5/6/19
PREPARED FOR
TIMOTHY & SARAH DITULLIO
REF. JOB NO.1 DRAWN BY DATE DRAWING NO. LAVENTURE & ASSOCIATES, INC..
12 MWH 4/19/19 19.2712-2 PROFESSIONAL SURVEYING AND MAPPING
F.B.,PG. CALCULATED B SCALE SHEET NO. 2552 PETERS ROAD, SUITE D
18-251/67 RCL 1"=30' 1 OF 1 LB 7056 (772) 398T 6430C PHONORIDA (772) 398-6426 FAX