HomeMy WebLinkAboutR2C Health Dept Septic and Well Permitted App - Hueck 8.25.20STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT:
Diederich & Christie Hueck
PROPERTY ADDRESS; 2926 S Header Canal Fort Pierce, FL 34945
PERMIT #:56-SF-2091660
APPLICATION # : AP 1510218
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1379333
LOT: 2 BLOCK: SUBDIVISION:
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
PROPERTY ID #: 2224-700-0003-000-4 [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 [ 900 ) GALLONS / GPD SeDticNew CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ J GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ]
D [ 375 ] SQUARE FEET Drainfield New SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [X1 FILLED [] MOUND [ ]
I CONFIGURATION: [XI TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: 5/8" Iron Rod & Cap "AJP PSM 6330" NW property corner by white pole
I ELEVATION OF PROPOSED SYSTEM SITE [ 13.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 15.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D E
0
T
H
E
R
-REQUIRED: [ 1 ti.UU] INCHES EXCAVATION REQUIRED: [ J 1NUM?;b
system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
9pd•
SPECIFICATIONS BY: H nter A C(o�llier TITLE: Environmental Specialist I
" �
APPROVED BY: i`�� }� ,� 2_ , TITLE: Environmental Specialist I St. Lucie CHD
Hunter A'Coll ier
DATE ISSUED: 07/23/2020 EXPIRATION DATE: 01/23/2022
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
Page 1 of 3
v 1.1.4
AP1510218
SE1314602
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 A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number is 850-413-8743.
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 PERN11TAPPLICATION TO CONSTRUCT,
-„
REPA11 , MODIFY, On ABANDON A WELL
Permit No. 59-30769
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r' = ;I
_I Southwest _ _
:., NorthtY9st PIFAsr:r at Cu'i / LAOKICAM � FIF.I.c,S
('Denotes Rcyaired (Melds Mete Applicable)
FloridaUniqua1D
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V. - .� , ,L,... _)
I• `�""'y
Johns River
llrr!:t;rnnf+•btu,rrc.nvi, r.•,pcnubk7nr [u„ydr Ny;
curb Florida fhr�rormnndfRnF;Mu:grhrprlrl�7PjjrCOfNMllollt
Penult S�puiatons Requ7e:d (sea Atta-nec)
_
32-524 Uuod No. Delineation No. '
it r�
111111 Suwannee River rp,�rcprt!rradireyrrrwl;mJ,orlty Dhtre rrpp!YtuGrr,
C DEF
CUPNvUP App!iaation No.
U De!eoatad Authority, (if Anplicsb!c)
PUZ
1. Diederich & Christine Hueck 4502 SW Uleta Street Port St Lucie, FI 34963
'Owner, Legal Name If Corporation 'Address 'City _ 'Si ata ZIP 'telephone Number
2.2926 S. Header Canal Road Ft. Pierce FI
'Wsli Location • Address, Road Norrg or Number, City
3.2224-700-0003-000-4 2
'Parcel ID No, (PIN) or Alternate Key (Circle One) Lot (310Ck Unit
4.24 35S 38E St. Lucie Header Ranches Check If 62.524:❑ Yes [Z] No
'Section or Lend Grant `Township 'Range 'County Sou"livisl011
5, James Paul Tyson 11352 954-818-4269 downtheholecatt.net
`Water Wall Contractor "LicOnse 19umuer Te;aphone Numoer Email Address
PO BOX 881406 _ Port St. Lucie _ FI 34988
'Water Well Contr tor's Addrasa City State ZIP
7. 'Type oTWork: , Construction ❑ Repair ❑ f OMFicalion❑ Abandonment
8.eel3oltled
Number of Proposed (s)Walir,
of 1 tit,:�.,:,• n „ � a,,,, *
pacify Intended Uses) of Weli(s):Landscape Irrigation Agricultural Irrigation Site Investigations
Water Supply H Rccroatlon Area Irrigation Livestock %loniloring [C. ,� �� ( (
Public Water Supply (Limited Use,'DOH) ❑ Nursery Irrigation Test t
Publ;c Watar Supply (Community or Non-Community/DEP)❑ Ccmrnerdal/Industrial Earth -Coupled GeothormJU 2 3 2020
Class I Injection (� Golf Course irrigation HVAC Supply
HVAC Return
Class V injection: ❑ Recharge ❑ Commerclal/Industrial Disposal Lf Aquifer Slorago and Recovery L,1 Dr
Remediation: ❑ Recovery ❑ Air Sparge ❑ Other to Luc!) ed?f*
❑ Other (at,azr,tw) -;,,,
nr^ iolUtoi);Ilt
10.'Distonce from Septic System if S 200 ft. 14 _ 11. Fecil.ty Uescrptlolt Nesildence _ _ 12, Estirtlate Steil Date
13,'Estirnated Well Dopth 120 ft. 'Estimated Casing Dzp;ii 100 ft. Primary Casing Diarnatar _ 2 in. Open Hola From^ To h.
14. Estimated Screen Interval: rrom 100 To 120 it.
I5.'Primary Casing Material: Biaok Stool Galvanizeo Zl SU1i[)Ioa;; Stedl
Not Cased Other:
16. Secondary Casing: Telescope Casing Liner S. t10C 1 C1!aing Diameter __ !n.
17. Secondary Casing Material: Black S:ael Galvanized PVC Stalntess Steel �Q�tit12r
IUklethcd of Construction, Repair, or Abandonment: Auger Cablu Tool Jottool ��-"�'�'' Sonic
Combination (Two or Ltvre td�thods) Hand Uriveo (vVeli Point, Sand Pohr) Hydraulic Point (Direct Push)
Horizontal Drilling Plugged by Approved iduthod Otner rCc.c:•:ray_^
19. Proposed Grouting Interval for the Pr;mnry, secondary, and Ad •t uu,gq:
From 0 To 95 Seal Material ( Bentonita rxent Otnor
From To Seal Material ( Dentonite Naut Cenrdnt Other
From To Seal Matodal ( Bentonite Neat Cement Other
From To Seal M1taterial ( Qentorlite Neat Cernent Other _ J
20. Indicate total nwnber of existingwells on site 0
_ List nunnbvr of exisfng unused ;veils an sate 0
21.15
this
wall f any existing wall or water writ ,fwa on tnC ovrrner's contiguous pproportyy covered under a Consults 'ivzP/Dater Usa Permit (CUN/WUP)
Application? Yes a if yes, complete the fullovring: CUPPNJP No. P District Wall ID No.
22, Latitude Lo Igittrlrs
23. Data Cbtalned From: GPS Map Survey
I nrYby ztmy w.11 .1 car:,y w.!n t,t a,•y:KuaY M'os c, t.t r 40 Fierce
cct Ftrrct cr trice !c,har„t, r rr-ir J nar.:N,1•:Y t.::,:, nG x ";&O W OM r aOMCntoaMtt!tOr wai
r•✓.+-Y:n. I M1vt'ar cwth W t a : �Y:rTgtcr perJL y I., to • a, ji ••tea M iaE4ltlt W 7+N t L/ <i01rf
airy Ojlr(4'..1 Yee rlhr! (rnuu. 1!.d, a L`ql yc.0 rvi!.r.:r, /arnlptDlt. 1 qU 11'r•M%r i NU c.iKIr1J!i,v.utbhr D:aos„uNrt l7 Ppa�ar crr�Fl/r! It,o c.Mtl.,al..n ri•.1•awatWla •r atrr N;,.Tq,!l a,c,ei»S ty t'M ,r,41,u 11�r -�n',e �thN.,lursr oaua hL
11352
'Sipnatur— e'— atCp�pattcr 'LlcanselJo.
Datum: NAD 27 NAD 83 WG5 84
jrwia uCkwo trAn CkM" 3 1%4" eW M• •Itct .ut un p:o.+ye d a e:::,u1t, u J �,.: l a,� a.,;, u cl r.., .
A171x 7Ti. fIMlda bltYrla•. W mantr,n 0f N4•r•h I.J.f,: J, 1:) r;:l, G', I L: I'1 �:! tl, Nis amfil WM&r0rM•Yf&4M YM M1a11naLM pl+lwtlkar..ralr.n'nUiH 1I,a+..r�!rr-..,t ;l.a ru..rur I•� rpFniti.l6ta r rtWd alw.x pear. aadr•r tit r.o..l••0 Fm•vo;l cr Ir:r Y'dtD rr p�,Ip:1J r.,n: •t, +cu: o N it w+l•bdr,yyfd!t��p/jtahKfca,rtiFY. mc:.rra•i..l or:lw.w.�n.nt.rncr x.r t,r!nrr,cr,T.
,4;j 4�1 6-16-2020
Darter cr Aaont -Data
Approval Granted By ti +r\ ,"_-'} -C"•rill✓ q Y Z�.I .7
Exp,r:don , al
Fee Received i Da!a Hydrelop:ut Appro
Recaipt fro,
chpck I
THiS FERMIT IS NQT VALID UNTiL PROPERLY SIGNED BY AN AUTHORIZ0 OFFP FR CR !REPNESEM1'TATIVE OFTHE VA'D OR DELEGAI ED AJTHCRITY. 'i"HE
PER`,iIT SHALL BE AVAILABLE AT THE wVELL SITE DURING ALL CONSTRUCi'ION, REPAIR, At0U1FICA'rIQN. OR ALANDONMrENT ACTIVITIES.
DEP Form; 62.532.eo511+ Incar rat d
po a in 62-632.400(1), F.A.C. Ericc;ha Data: Oclol,at 7. 2010
F^;a I or
E
P� STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
Y SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
i
PERMIT NO. a-�'�Ir<�L (7
DATE PAID:,,,;
FEE PAID: f
RECEIPT #:
[✓] New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: Diederich and Christie Hueck
AGENT: Jared Modine
MAILING ADDRESS: 4582 SW Uleta St. Port St Lucie, FL 34953
TELEPHONE: 772-519-0558
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
LOT: 2 BLOCK: SUBDIVISION: Header Ranches PLATTED:
PROPERTY ID #: 2224-700-0003-000-4 ZONING: AG-5 I/M OR EQUIVALENT: [ No ]
PROPERTY SIZE: 5 ACRES WATER SUPPLY: [ ✓] PRIVATE PUBLIC [ ]<=2000GPD [ 3>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT
PROPERTY ADDRESS:
DIRECTIONS TO PROPERTY: Take 95 orange ave exit west. Take orange ave west around 6-7 miles. Header Canal Rd Will be o:
BUILDING INFORMATION [✓] RESIDENTIAL [ ] COMMERCIAL
Unit Type of No. of Building Commercial/Institutional System Design
No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6 FAC
1 Single Family 3 2,126
2
3
4
L ] Floor/Equipment Drains
SIGNATURE: Jared Modine
I ] Other (Specify)
Digitally signed by Jared Modine
Date: 2020.06.16 08:51:08-04'00' DATE: 6-16-2020
DH 4015, 08/09 (Obsoletes previous editions which may not be used)
Incorporated 64E-6.001, FAC
Page 1 of 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Diederich & Christie Hueck
CONTRACTOR / AGENT
LOT: 2
Jared Modine
BLOCK:
SUBDIVISION: ID#:2224-700-0003-000-4
APPLICATION # AP1510218
PERMIT # 56-SF-2091660
DOCUMENT # SE1314602
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: ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 7500.00 GALLONS PER DAY [ 1500 GPD/ACRE I OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: 5/8" Iron Rod & Cap "AJP PSM 6330" NW property corner by white
ELEVATION OF PROPOSED SYSTEM SITE 13.00 [ INCHES / FT ] [ ABOVE /
BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 100+ FT DITCHES/SWALES: 100+ FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 82 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 63 FT POTABLE WATER LINES: 60 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES
[X]NO]
10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: FT r MCT. / nir17n
SOIL PROFILE INFORMATION SITE 1
USDA SOIL SERIES:Winder loamy sand
Munsell #/Color Texture
Depth
10YR 5/2
Sand
0 To 19
1 OYR 5/1
Sand
19 To 31
7.5YR 518
CMN/PRM RF
23 To 31
10YR 5/2
Sandy Loam
31 To 46
1 OYR 8/1
MARL
46 To 54
1 OYR 6/3
1OYR 6/3
Sandy Clay Loam
Sandy Loam
54 To 64
64 To 72
SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Winder loamy sand
Munsell #/Color Texture
Depth
10YR 5/2
Sand
0 To 19
1OYR 5/1
Sand
19 To 31
7.5YR 5/8
CMN/PRM RF
26 To 31
1 OYR 5/2
Sandy Loam
31 To 46
10YR 8/1
MARL
46 To 54
1 OYR 6/3
Sandy Clay Loam
54 To 64
10YR 6/3
Sandy Loam
64 To 72
OBSERVED WATER TABLE: 46.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE:
ESTIMATED WET SEASON WATER TABLE ELEVATION: I PERCHED / APPARENT ]
26 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES
[ ]NO DEPTH: 26,00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAZNFIELD CONFIGURATION:
Sand/0.80 DEPTH OF EXCAVATION: 64 INCHES
[X ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings. 7.5YR 518 CMN Prom RF mottling in 10YR 5/1 matrix > 2% starting at 26" in
SB1. SB1 13" below BM. SB2 13" below BM.
SITE EVALUATED BY:
" Collier, Hunter (Title: Environmental Specialist 1) (Florida Departmntof Health in St. L
DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE: 06/19/2020
Page 3 of 4
AP1510218 EID2091660
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HUECK RESIDENCE
NEW SINGLE FAMILY RESIDENCE
S. Header Canal Rd, Fort Pierce, FL 34945
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772.321.4500
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_ � V n I �� � � ( - PROPOSED DIRT DRIVEWAY,._. I PROPOSED POND � �,�� PARCHED w���-' e.i
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FOUND 5/8"IRON ROD &CAP
STAMPED_ AJP PSM 6330" - -
LOT 1
(VACANT)
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # -S - 2 &Well # 'i1 ��1 �
Dater __
Reviewer:
1SET 5/8" IRON ROD &CAP
--------------------------------� STAMPED "LB 7805"
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SED WATER LINE
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HEADER RANCHES SUBDIVISION
PLAT BOOK 40, PAGES 38
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� OAD SR TD
OKEECHOBEE R
LOCATION MAP
(NOT TO SCALE)
LEGEND
O.R.B. - OFFICIAL RECORDS BOOK
- CENTERLINE
P - PLAT
M - MEASURED
D - DEED
C - CALCULATED
L.B. - LICENSED BUSINESS
CONC.- CONCRETE
C.M.P.- CORRUGATED METAL PIPE
INN -INVERT
EL -ELEVATION
F.F.E. -FINISH FLOOR ELEVATION
U.E.- UTILITY EASEMENT
D.E.- DRAINAGE EASEMENT
OHU -OVERHEAD UTILITY LINE
`"Q�- WOOD POWER POLE
�- GUY ANCHOR
C.C.R.- CERTIFIED CORNER RECORD
# -WOOD LIGHT POLE
® - ELECTRIC METER
I.D. -IDENTIFICATION
®- TELEPHONE RISER
M.E.S.- MITERED END SECTION
{g} -CAN RISER
OAK TREE
- PALM TREE
0 GRAPHI O SCALE 80
(IN FEET )
DESCRIPTION 1 inch = 40' ft.
LOT 2, HEADER RANCHES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN
PLAT BOOK 40, PAGE 38, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEYOR'S NOTES
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED. QN THE FLORIDA STATE
PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH '
THE 2011 ADJUSTMENT (NSRS 2011). .
3. THE EAST. RIGHT OF WAY LINE OF NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT
CANAL N0. 59 IS ASSUMED TO BEAR NORTH 00'05'24" WEST AND ALL OTHER BEARINGS '
SHOWN HEREON ARE RELATIVE THERETO.
4. THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE,
UNLESS NOTED OTHERWISE.
5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
6. DESCRIPTION SHOWN HEREON. PROVIDED BY CLIENT.
7. FIELD SURVEY LAST CONDUCTED ON DUNE 1, 2020.
8. OVERALL PARCEL CONTAINS 5.00 ACRES, MORE OR LESS.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.
9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS,
OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
10. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN.
11. ELEVATIONS SHOWN HEREON. ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAND 88).
12. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT
DETERMINED AS PART OF THIS SURVEY.
13. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA
HAVING A FLOOD ZONE DESIGNATION OF "X" AND "A", ACCORDING TO THE FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL
NUMBER 12111C0150J AND 121'11C0165J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16,
2012. THIS: INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR
TO CONSTRUCTION. I
14. SIZE OF TREES, AS SHOWN 'HEREON, WERE MEASURED AT BREAST HEIGHT OF TRUNK.
CERTLFIED TO
DIEDERICH HUECK
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE BOUNDARY SURVEY, AS SHOWN HEREON, IS A TRUE AND
CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND
SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I
FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF
PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLGIR�IUA"STATUTES.
. Eta �
CIVILSU �`�DcS'ON=.G1Ypr1�P�`INC. �,
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BY: BPIAN-C.�KIERNATJ- DATE OF SIGNATURE
PROFESSIONAL SURVEYOR,& MAPPER
FLORIDA. REGISTRATION N0. 6101
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