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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Ron Raymond
PROPERTY ADDRESS: 17703 Bridle Way Port Saint Lucie, FL 34987
LOT: 19 BLOCK:
PROPERTY ID #: 3211-701-0021-000-2
SUBDIVISION
PERMIT #: 56-SF-2275993
APPLICATION # : AP 1658848
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1581741
Carlton Country Estates
[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 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 [ 1,050 ] GALLONS / GPD Septic 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 [ 667 ] SQUARE FEET Drainfield New SYSTEM
R [ ] SQUARE FEET SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ]
I CONFIGURATION: [ ] TRENCH [X] BED [ ]
N
F LOCATION OF BENCHMARK: NID NW CORNER OF PROPERTY LINE.
I ELEVATION OF PROPOSED SYSTEM SITE [ 6.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 14.00][ INCHES FT If ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: [26.00] INCHES EXCAVATION REQUIRED: [ ] INCHES
0
T
H
E
R
The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
400 gpd.
SPECIFICATIONS BY: Nicole Montanez
APPROVED BY:
k
DATE ISSUED: 06/18/2021
TITLE: Environmental Specialist II
Environmental Specialist II
St. Lucie CHD
EXPIRATION DATE: 12/18/2022
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
v 1.1.4 AP2658848 SG1537117
Page 1 of 3
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Ron Raymond
CONTRACTOR / AGENT: Ashton Septic
LOT: 19 BLOCK:
SUBDIVISION: Carlton Country Estates ID#: 3211-701-0021-000-2
APPLICATION # AP1658848
PERMIT # 56-SF-2275993
DOCUMENT # SE1-537117
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: [X]YES [ ]NO NET USABLE AREA AVAILABLE:
5.22 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2
]
AUTHORIZED SEWAGE FLOW: 13049.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1200.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: NID NW CORNER OF PROPERTY LINE.
ELEVATION OF PROPOSED SYSTEM SITE 6.00 [ INCHES / FT ] [ 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 [ ]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 40 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES, [X]NO 10 YEAR FLOODING? [ ]YES [X]N
g
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOTT. PRnrTT.F. TTT7n1 MDTTnW crmF I
USDA SOIL SERIES:
_Munsell #/Color
Texture
Depth
10YR 5/1
Sand
0 To 23
10YR 4/1
Sand
16 To 23
1 OYR 611
Sand
23 To 36
7.5YR 3/2
Sand
36 To 42
REFUSAL
Refusal
42 To 72
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
1,OYR 4/2
Fill - Sand
0 To 18
1.OYR 5/1
Fill - Sandy Clay Loam
18 To 28
1 OYR 5/3
Sand
28 To 39
1 OYR 5/1
Sand
39 To 48
1 OYR 6/1
Sand
44 To 58
1 OYR 3/2
Sand
58 To 61
REFUSAL
Refusal
61 To 72
OBSERVED WATER TABLE: 21.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings. 10YR4/1 stripping in a 10YR5/1 matrix > 10% with diffuse boundaries starting
r at 16" in S131. SB1 6" abovle BM. ' SB2 27" above BM.
:SITE EVALUATED BY : � DATE : 06/10/2021
Montanez, Nicole (Ale: Environmental Sh ecialist II) (Florida Department of Health in S
D11 4015, 08/09 (Obsoletes previous editions which may not be u�qd) Incorporated: 64E-6.001, FAC Page 3 Of 4
658848 EID2275993 v 1.0.2
„
STATE'OF FLORIDA PERMIT APPLICATION TO CONSTRUCT,
"`: tr•' +. REPAIR, MODIFY, OR ABANDON A WELL
r �Southwest
� i=L'c =.mac F1L! Ot1T =dL=•P?i.l _ AE! E FIEii✓
;; _;Northwest i Denoles Required Fields _herc- Applicable”,
St, Johns R;ver
V % South Florida .'
Suwannee River as
=� DEP
=Delegated Authority (If Applicable''t
Parma
Florida Unique iD 59-31910
Permit SGy:.!al,oris Pequimd+Sce Attachedi
I�'r'{r-9�`.5$a��i.�tliBQ,.V�.Ektk115t�L'Ir �=
Owner, LegalNggna if Corp4attio:� l , Adorns City � `r Slate r ZIP Telephone Number
2. ���L� �J:`1C��G i_tr'l —i �'�. r.(t 1_ :3q%-7
Well Location - Address. Road Name Jr Number. City
32-117- -7c1 •- 0c21 - �, U.V . 2
-Parcel ID No. (PIN! or Alternate Key icircle One; c r !} / C of Block Unit
it, : ���. )� • l i c PL _ (1ti'�ii'P lDu'r�r2i L� �<<PS Check if 62-524:❑ Yes Q No
Section. or Land Grant Township Range County 5ubdivisio
5. Timothy J. Huggins 11247 772-878-6698 absolutewaterservice@gmail_com
1,-Vater1A1eIFContrsctor L:ce:seNumber c Number i
Teleat:or,,, J n.;bar E-mai..Adcress
6.258 SE Volkerts Terrace Port St. Lucie FI 34983
Water'Well;Contractor s, address City State Zip
7. 'Type of Work: C6-i strucGon ❑ Repair ❑ k1edification[] Abandonment
S. Number of Proposed Wells
9. Sp:;cily lnti:nded Use(s) of VrVelllsj: � � �`t�fl]�
1. Domestic (.. Landscape Irrigation Agricultural Irrigation A�1:J �iyt�jP1 6�
❑ 9 g ❑ Site Investigations
Bottled Water Supply ❑ Recreation Area Irrigation ❑ LivestoG; ❑ Monitoring
❑ Public Water Supply (Limited Use/DOH) ❑ Nursery Irrigation ❑ Tes! i� {{p
❑ Public Water Supply (Community or Non-Community/DEP)❑ CommerciaVIndustrial i Earth -Coupled Geother n4l JUIY 021
❑ Class I Injection Golf Course Irrigation "!
9 HVAC SuPPiY
HVAC Retum
Class V Injection: ❑ Recharge ❑ Comm ercialflndustrial Disposal ❑ Aquifer Storage and Recovery ❑ Drainage �w r'n
RemEl Recovery ❑ ❑ Air Sparge Other vas o=: _
❑ Other loescro<_i
'A Distance f. am Septic System if 5 200 ft.' tt Facility Descmpuot Zr :2. Esii"mated Stan Data
1.3.>,Estinated V:!ell Depth LLv it, Estimated Casing Depth/v5"ft, Primary Casing Diameter_ Z- ih: Open Hcle: From To. ft.
14. Estimated Screen Interval' From To ft.
i5. Priman,Casing r,iaterlal: Elnck Steel calvanized PVC Stainless Siaet
Not Cased Other
16. Secondary Casing: elescope Casino Liner Surface Casing Diameter in.
17
Sc-condklry Casing Material:
Bieck Steel Galvanizedi
Pic Stainless Steel
her
1.3. I:lethod of C ;•nslNCticn. Repair. or Abc-ndonmen,l Avaer 4< Carle 7•z;el Jet!eA
Rotary Sonic
Combination lTwo or More tt"ethodsl Hand Ddven IV1ell Faint Sand Pcir.0
Hyarau(ic Point ftDircct Pushl
Hori2onlal Drilling Plugged by Approved Method Other
19. Proposed Grouting Interval for l; e Primao. Secondary. and ;ddaiona! Casing:
From To Seal r;tatetial f Bentonite N=_a! Cement Ci17=1
From To Seal Nlaterial f aenlon;[e Mast Cement Offier
Front T U Seat Lim enal i Benton;ie New
From To _ Seal I'Aaleriai i Sento;flic Neat Cenlei;! tither
)
20. Indicate lotal number of existing wells on site List number of exsting unused wells on site
21 -Is this well or any eyistim i well or water v;ithdrawal on the owners r_oiaiguous property coverer,' under a ConsumptiveAlialer Use Permit ICUPrVVUP)
6r CUPANrUP lica!!rlP Yes Ni" .f yes. complete the ?nl!utei� .CUP.•=.^•.r'�P Pi >;
"PP }C g ._ DisL.ct Vlell ID No.
22. Latitude Longitude
23. Data Obtained From: tips r•.iap Survey Datum: NAD 2: _NA E.G_VdGS 84
,3•r if.• ....
11247
S:g'ufCanira,or——'Licenselc 5:,inaare O»nxcrAgart Gate.:
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THIS PERMIT IS NOT WALID UN —IL FROo_P-LY SIGNEE EY AN AV, GRIZE!
PER,,1IT SHALL BE AVAILABLE AT THE'AJELL SITE D'JRIi•iG ALL OONSTPIJ;
DE. Form. 52-532 9Qu;1:•. Incorooraled in 32-522 40. !; F,:• C. 9i'ective Cate
OFFICER OR REPRESENTATIVE Or THE'1Td.D OR DELEGATED AUTHORMe THE -
'ION. RSPAIR. %!ODIFICATION OP. A.BANDONitENT,.CTIVITIES.
age 1
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vmLl�;Iclllm iyMI*R YAWAGEMENT ('.('.UM(IN AII[A
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nl TEPHILLIPS, LLC
DOUNDA
CONSRUCFIH
loz Sr P.1m, T,..,. RY RA MOND jv
Vort SL WdI, 11.11d. 34QB4
F-(772)39D-1 I'll Up•0-TA-L-t SURVEY SITE PLAN
st. .1 nI dTLIaP. M. IL841132. LB4070 kDT 17. MLM C"MT ESTATES
Permit No.
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
2379 BROAD STREET, BROOKSVILLE, FL 34604-6899
PHONE: (352) 796-7211 or (800) 423-1476
WWW.SWFWMD.STATE.FL.US
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
4049 REID STREET, PALATKA, FL 32178-1429
PHONE: (386) 329-4500
WWW.SJRWMD.COM
NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT
152 WATER MANAGEMENT DR., HAVANA, FL 32333-4712
(U.S. Highway 90, 10 miles west of Tallahassee)
PHONE: (850.) 539-5999
WWW.NWFWMD.STATE.FL.US
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
P.O. BOX 24680
3301 GUN CLUB ROAD
WEST PALM BEACH, FL 33416-4680
PHONE: (561) 686-8800
WWW.SFVJ,IID_GOV
SUWANNEE RIVER WATER MANAGEMENT DISTRICT
9225 CR 49
LIVE OAK, FL 32060
PHONE: (386; 362-1001 or (800) 226-1066 (Florida only)
WWW.MYSUWANNEE RIVER. COtM
Comments:
-General Site Mai of Profso\ ed Well Location.
VOR
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I JUN 1 8 2024 ';; f
1 �
FD8H In St bide c0u*
ENVIRONMENTAL HEALTH
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feent;fy Known roads and landmarks. G;ve d,starces from all re'ereltce cG•ra G: SUL'CiGrci, septic sysiams, sanitary ,.-cards, arc contmrncnaccn scur::s, if appk.-zlc.
DcPForm 52-532:8000) Inecrporaledin .^•0+;1.F r..0 EffecOve.riote Octour 7. 2-31D
rage 2 of 2
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Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 4200 s.f.
Building Code
Proiect Data
Project Name: Foley residence
Street Address: XXXX
City: Ft. Pierce
County: St. Lucie
State: Florida
2020 Edition Florida Building Code: Residential
2017 National Electric Code NFPA 70
Scope of Work Design Loads
New one level CBS single family Roof Live Load: 20.0 p.s.f.
residence Floor Live Load: 40.0 p.s.f.
Area Tabulation
Living
2595
Garage
1071
Porch
412
Entry
202
Total
4280
Cubic Volume: 23355 c.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
QWind Exposure: C
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Flame Spread & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
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FDOH in St. Lucie County
Environmental Health
Safe Load Table Notes Site Plan Approved for Construction
Supersedes All Previous Site Plans for
1. All values based on minimum 4" nominal bearing. OSTDS $� 'cS�' &Well #59'3l 1te
(O
Exception: Safe loads for unfilled U lintels must _
be reduced by 20% if bearing length is less than Date:($ N
6 1/2
Reviewe
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
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A5 rebar at top
in m read
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1 quaniry of F5 rebar
cli at bry.om of Ivrtel
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rrtel 5/p py .bar at botmm �- rebar
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of lintel ca'nry neigth
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8" Nominal
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Lintel Type Designation
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Installation Notes
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1. Installation of U lintels must comply with architectural
and/or structural drawings.
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2. U lintels can be field out to the required length.
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3. Cast in place concrete may be provided in composite
U
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
date
revsloe
5. Concrete masonry units used in composite U lintel shall
Wind Exposure
be laid in a running bond.
6/1
/21 Category
6. Shore composite lintels as required.
6/1/21 Changes per
7. U lintels are manufactured with a 5 1 /2- long notch at
contractor
both ends to accomodate vertical cell reinforcing and
grout.
drawn
.A.
Composite U Lintel Materials
checked
sA.
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
date
inch aggregate and 8 to 11 inch slump.
4/7/21
2. Rebar per ASTM A615 Grade 60
scale
3. Concrete masonry units (CMU) per ASTM C90 with
as noted
minimum net area compressive strength = 1900 psi
job nomeer
21003
4. Mortar per ASTM C270 Type M or S
sheet
A-1
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FMON, 44 y
PRM LS2391 FMON, 44AT PBROKECATION
N89-54'12"E(C)
_ .__ - W _ __ 2604.03'(P)- -- - i
1' N89'54'25"E(P) '--- i
- - LOT 18
�. a
LOT 17 � � I
'^� ��� VACANT ' q
v OCCUPIED
1: FRC 1/2" /
i CENTERLINE SWALE I
wi-----------�- ------------------- LS2391 I I
N
e �
10' UTILITY i
EASEMENT CENTERLINE SWALE
30.00' ei a 9 5RC ALE % ��-40�
1 -----------
-I! BEARING BASE: N89'52'19"E(C) i 21- --__=___------5��52 33wW 21.2- 24.67 SC
------------- W �_ 1.zo
--- --------��BRIDLE WA xz3,� .52.
21.11
�fl S89 W(C) _ 327.18' P C
30.00' 50' RIGHT-OF-WAY i x 22.94 =----2 0423.06 (_)(=) I
298 SNQ:@ENH1L[JTRAV:�` 23gt7 , I 24.87
Et, 96,.'NAVD88 t �Fj - 1
®-----_---€��---------- __..ice----------Z3.100 EASEMENT FRC 1/210' UTILITY" LS2391 i I
2296 r"" 2.85 R=75.00`(P)(C) x FRC 5/8% PSM6330 I I
- -- ----- -- \ e .' 22,7 s� 22.75 0.44'S., 0.62'E. I ---------------------------------------- ---------------- --- ---- -�� e j L=117.63(P)(C) 22.63x I I
FRC 1/2" � / x 22.75 FENCE CONER
LS2391 �\`2.9 ' .' 2. 0.71'N., 0.54'W.
71 X22.82 /
33 `� I
�SIN 3 , ' `.` 135.05' i I
>q2 .73 \\ j
2 X x 22.68 rn.ae
22. x 22.82
1 o' UTILITY X 23.01 I I I
ELECTRIC EASEMENT �\< x 23.27 x 22J9 I x 1
TRANSFORMER j X POI 10' UTILITY , 3.07
FDOH In St. Lucie County 5' PVC BOARD FENCE 22.53`�` X 25.14 X 22.68 EASEMENT
Environmental Health TYPICALX22.60 23 2 25.16X.\ 24.84 i
Site Plan Approved for Construction x xza.os U 5.2 23.01 I DESCRIPTION
Supersedes All Previous Site Plans for I 2a.a3 X 22. 72 a 2!z gX25 2s \ ,' s i LOT 19, CARLTON COUNTRY ESTATES, A
OSTDS # - 1aj5 &Well #5`1--31910 I SUBDIVISION ACCORDING TO THE PLAT THEREOF,
5`'� ' d i RECORDED AT PLAT BOOK 46, PAGE 29 AND 30
Date: 1 X25.22 oy.` �° I IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
Reviewer. _ x z.ao 24.Ssx'�i4.ea X mom m i ! FLORIDA.
1 25.04 22.90 R , sorer aw euna't? I
10' UTILITY 24.73 .w�ffill� � 187.73 j
X 24.04x 22.84 90. HUMov=T �� x 22.45 1 IO
EASEMENT i i x 22, o,
22133 X 2.62 x 22.67 y j: I a I
CA
{ 135. 9' d •a Z. I �4
1---10' UTILITY X22.43
EASEMENT
X22.61 jb 1A N
LLJ
CONCRETE 00
WATER I� a Q.. I
-01
DRIVEWAY LINE z
icon 24.2s - F°' �* i� 1 v1 LEGEND
a
m D x 22.49.'
I FIR- FOUND IRON ROD
N %' 27k51 . - i - i Q FMON - FOUND CONCRETE MONUMENT
x22:38 I x 1.83 FRC FOUND IRON ROD AND CAP
SRC- SET 1/2"x18" IRON ROD AND CAP, LS 59172
I
I
x,2X57 iz Z PG- PAGE
_. �- 1a
LOT 20 I v1 ', W P- PLAT
I 4
I� i M- MEASURED
22I.51 1 i L $ C- CALCULATED
OCCUPIED I IR " < I
WELLS l x �.84 Q
x 22.39
X 22.48
X 22.31 L I f-
I.. 1 x22.60 ' t'
I GA i
x 29�.47
x 22.39
12
1 1 0
X.22.38 .l"X. H.87 �..
o LOT 19 , 1 SURVEYORS NOTES
1 6) N O, 1 7703 5' PVC BOARD FENS
1,� 325.28' TYPICAL j \ 1) THE CENTERLINE OF BRIDLE WAY ROAD IS TAKEN TO BEAR NORTH 89'52'19" EAST AND ALL OTHER
VACANT I 86 J BEARING SHOWN HEREON ARE RELATIVE THERETO.
x22.43 2) THE SURVEY SHOWN HEREON WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REVIEW, OR OPINION
1 I
OF TITLE. NO SEARCH OF THE PUBLIC RECORDS WAS PERFORMED BY THIS OFFICE.
I
4) THIS PARCEL IS SUBJECT TO ANY ADDITIONAL EASEMENTS RIGHTS -OF -WAY OF RECORD
12�.44 1 I � , IF ANY.
5) NO AERIAL OR SUBSURFACE IMPROVEMENTS OTHER THAN THOSE SHOWN WERE LOCATED A5 PART OF
(n THIS SURVEY,
6) SUBSURFACE ENCROACHMENTS, IF ANY, WHERE NOT LOCATED AS PART OF THIS SURVEY,
x22.50 O I 7) HORIZONTAL POSITIONS SHOWN HEREON ARE DERIVED FROM GLOBAL POSITIONING SYSTEM REAL TIME
x23.01. _ KINEMATICS MEASUREMENTS, UTILIZING THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT
x22.73 I REFERENCE NETWORK, AND ARE CERTIFIED TO 0.10 FEET.
l 22.42 1 I 8) THE LAST DATE OF FIELD SURVEY WAS CONDUCTED ON MARCH 15, 2021.
APPROXIMATE LOCATION ; x.az [ 9) THE INTENT OF THIS SURVEY IS TO PROVIDE BOUNDARY INFORMATION FOR PERMITTING PURPOSES.
AND SIZE 10) THE NATIONAL FLOOD INSURANCE PROGRAM DESIGNATION FOR THIS PARCEL OF LAND IS ZONE X,
OF POND
I ACCORDING THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAP No. 12111CO250J, EFFECTIVE
70.00' DATE 2/12/2012.
I
FRC 1 /2" x 22.65 1 I 11) THIS SURVEY WAS PERFORMED UNDER THE SUPERVISION OF TED E. PHILLIPS, PSM, FLORIDA
1 I LS2391 I I I REGERSTATION NUMBER LS5932.
FRC 5/8". PSM5330X 22.76 x 22.92 I I
121
24N., 0.14E. 1 ' UTILITY
ENCE
SEMENT
0.
37N-00.23RW.------------------------------- A----x23.,2,1-------------------------------- ---- ------------- ------�---�t�334---------------------- N8 N8950'4 --(P�----------- -400-- ,---------------------------- 22.Ss- .. ....�.- - -, ._..._.- � �,- x23.14 „ (P)(C) x22.68 -* X 1 � 1
---------- TW W-T NK I
22.65 I
HORSE TRAIL/STORM WATER MANAGEMENT COMMON AREA FRC 1/2" LS2391 j
70.00' FRC 5/8", PSM6330
0.29'S., 017'E.
FENCE CONER I
0.71'N., 0.54'W.
_ _ _ 1302.27'(P)(C)
FMON, 4x4 - -� _
N89'50 26 C
PRM, LS2391
i7 2021 TEPHIWPS. LLC
Dale: 4/06/2021
Scale: 1 "- 'W'
Camp. By: TP
Check By: TP
Field By: TP
F.B. DATA FILES
Page- N/A
Field Date: 3 15 21
TEPHILLIPS, LL C
PROVIDING SURVEYING AND MAPPING SERVICES
102 SW Parish Terrace
Port St. Lucie, Florida 34984
P(772)359-7023 ted_phillips®comast.net
State of Florida License No. LS5932, LB8079
BOUNDARY SURVEY
WITH PROPOSED IMPROVEMENTS
PROJECT No:
18-006
„ FOLEY
SHEET
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