HomeMy WebLinkAboutAPPROVED 008 Septic and Well PermitSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Daniel & Heather Hernandez
PROPERTY ADDRESS: 10417 Muller Rd Fort Pierce, FL 34945
LOT: 03 BLOCK:
PROPERTY ID #: 2334-701-0003-000-5
SUBDIVISION:
PERMIT #:56-SF-2348916
APPLICATION # : AP 1712712
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT # : PR1649101
(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 64£-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 SeDtIC new CAPACITY
A [ ] GALLONS / GPD NIA CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ IDOSES PER 24 HRS #Pumps [ ]
D [ 667 ] SQUARE FEET Drainfeld new SYSTEM
R [ ] SQUARE FEET NIA SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [XI MOUND
I CONFIGURATION: [ ] TRENCH [x] BED ( I
N
F LOCATION OF BENCHMARK: Orange painted IR with orang paint triangle CL of milled asphalt DW after ditch
I ELEVATION OF PROPOSED SYSTEM SITE [ 14.00][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE
L
D P
O
T
H
E
R
[ 2.00 t[ INCHES ' FT ](ABOVE BELOW BENCHMARK/REFERENCE POINT
ILL REQUIRED: [ 30.OU] INCHES EXCAVATION REQUIRED: [ o I.UU J 1Nt-e1x.s
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
400 gpd.
SPECIFICATIONS BY. Brian J Ingr TITLE: Environmental Specialist III
APPROVED BX: ITLE: Environmental Specialist III St. Lucie CHD
Brian 3 Ing
DATE ISSUED: 09/20/2021
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
EXPIRATION DATE: 03/20/2023
Page 1 of 3
SE159554B
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.
I i. l Nita
HEALTH
PAYING ON:
RECEIVED FROM:
PAYMENT FORM:
St.
Lucie
County
Health Department
5150
NW
Milner
Dr Port Saint Lucie, FL 34983
u 56-SF-2348916 BILL DOC a 56-BID-5491991 CONSTRUCTION APPLICATION H: AP1712712
Jared Modine AMOUNT PAID: $ 545.00
CHECK 1671 PAYMENT DATE: 08/06/2021
MAIL TO: Daniel 8 Heather Hernandez
FACILITY NAME
PROPERTY LOCATION:
10417 Muller Rd
Fort Pierce, FL 34945
03
Lot: Block:
Property ID: 2334401-0003-000-5
EXPLANATION or DESCRIPTION:
128 - OSTDS Construction System Inspection Research Fee
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
-1 - OSTDS Construction Application and Plan Review,New
123 - OSTDS Construction Site Evaluation
126 - OSTDS Construction Permit (New or Mod, Amendment)
127 - OSTDS Construction System Inspection
133 - OSTDS Construction Reinspection
RECEIVED BY: AdamsC
Note: Well App being sent in separately
QUANTITY FEE
1
$
45,00
1
$
100.00
1
$
100,00
1
$
115,00
1
$
55,00
1
$
75,00
1
$
50.00
AUDIT CONTROL NO. 56-PID-5139949
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
New System [ ] Existing System [ ] Holding Tank
[ ] Repair [ ] Abandonment [ ] Temporary
APPLICANT: Daniel and Heather Flzmandez
AGENT: Jared Modine
MAILING ADDRESS: 10417 Muller Rd. Ft Pierce, FL 34945
PERMIT NO�1�
DATE PAID: �
FEE PAID:
RECEIPT
[ ] Innovative
[ 1
TELE PHOHE : 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: 3 BLOCK:
SUBDIVISION: Muller Rd Ranches
PROPERTY ID M: 2334-701-0003-000-5
PLATTED:
ZONING: AG 2.5 I/M OR EQVIVALENT: [ No ]
PROPERTY SIZE: 35.89 ACRES WATER SUPPLY: [,/] PRIVATE PUBLIC [ ]<=2000GPD [ ]>ZOOOGPD
IS SEWER AVAILABLE AS PER 381.0065, BS? [ No ] DISTANCE TO SEWER: FT
PROPERTY ADDRESS: 10417 Muller Rd. Ft Pierce, FL 34945
DIRECTIONS TO PROPERTY: I I mile Rd to Muller. Go all the way down the road. Property is on the right hand side. 4411 code
for eate lock.
BUILDING INFORMATION [�/] RESIDENTIAL [ ] COMMERCIAL
Unit Type of No. of
No Establishment Bedrooms
1
Single Family Residence 3
2
3
0
Building Commercial/Institutional
System Design
Area Sqft Table 1 Chapter 64E-6 FAC
2739
[ ] Floor/Equipment Drains [ ] Other (Specify)
SIGNATURE: Jared Modine
Digitolly signed by Jared Modine
Date: znzl.os.o31s:z6:1a-oaooDATE:
DH 4015, 08/09 (Obsoletes pr
rporated 64E-6.001FAC
evious editions which may not be used)
Inco, Paqe 1 of 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Daniel & Heather Hernandez
CONTRACTOR / AGENT: Jared MOdine
LOT: 03 BLOCK:
APPLICATION # AP1712712
PERMIT # 56-SF-2348916
DOCUMENT # SF15g.5.54R
svBDrvxsxoN: ID#: 2334-701-0003-000-5
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: 35,89 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 53834.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Orange painted IR with orang paint triangle CL of milled asphalt DW after ditch
ELEVATION OF PROPOSED SYSTEM SITE 14.00 [ INCHES / .'?' ) [.ABOVE ! BELOW J BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WNICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM
USDA
TO THE FOLLOWING FEATURES
SURFACE WATER: 100 FT
DITCHES/SWALES: 15 FT
NORMALLY WET: [ ]YES
[X]NO
WELLS: PUBLIC: FT LIMITED
USE: FT PRIVATE:
75 FT NON -POTABLE:
100 FT
BUILDING FOUNDATIONS: 15 FT
PROPERTY LINES: 100 FT
POTABLE WATER LINES:
13 FT
SITE SUBJECT TO FREQUENT FLOODING?
[ ]YES [X]NO
10 YEAR FLOODING? [ ]YES
[X]NO]
10 YEAR FLOOD ELEVATION FOR SITE:
FT [i,,., .,,.r: J SITE
ELEVATION: FT [ MSL
/ NGVD
SOTT, PROFTT.R TNMRMATTON SITE 1
SOIL PROFILE INFORMATION SITE 2
SOIL SERIES:
Munsell #/Color Texture Depth
1OYR 4/2 Fill - Loamy Sand 0 To 24
10YR 518 CMN/PRM RF 12 To 24
10YR 5/1 Sand 24 To 32
10YR 512 Sandy Clay 32 To 61
1 OYR 5/1 Sandy Loam 61 To 72
USDA SOIL SERIES:
Munsell #/Color Texture Depth
10YR 4/2 Fill - Sandy Loam 0 To 26
10YR 5/8 CMN/PRM RF 15 To 26
10YR 411 Sandy Clay Loam 26 To 60
10YR 5/2 Sandy Loam 60 To 72
OBSERVED WATER TABLE: 20.00
USDA SOIL SERIES:
Munsell #/Color Texture Depth
10YR 4/2 Fill - Sandy Loam 0 To 26
10YR 5/8 CMN/PRM RF 15 To 26
10YR 411 Sandy Clay Loam 26 To 60
10YR 5/2 Sandy Loam 60 To 72
OBSERVED WATER TABLE: 20.00
OBSERVED WATER TABLE: 20.00
INCHES [ ABOVE !
]
EXISTING GRADE
TYPE: [ PER"HED
/I APPARENT I]
ESTIMATED WET SEASON WATER TABLE
ELEVATION: 12
INCHES
[ ABOVE /
BELOW J
EXISTING GRADE
HIGH WATER TABLE VEGETATION:
[ ]YES [X]NO
MOTTLING: [X]YES
[
]NO DEPTH:
12.00 INCHES
SOIL TEXTURE/LOADING RATE FOR
SYSTEM SIZING:
Sand/0.60
DEPTH
OF EXCAVATION:
61 INCHES
DRAINFIELD CONFIGURATION: [
] TRENCH I ] BED
[ ]
OTHER
(SPECIFY)
BELOW
(- REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10V R518 CMN PROM RF mottling in t0YR4/1 matrix>T%
starting
a[ 12" in 581.
SBt
and SB214"
bolow BM
SITE EVALUATED BY: W� DATE: O9/17/2021
Ingram, eda ills: Environmental Speclallst III) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsol etas previous adi tions which may not ba used) Inco cporated: 64E-6.001, FAC Page 3 O£ 4
AP1712712 EID2348916 v 1.0.2
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 10417 Muller RD Parcel ID: 2334-701-0003-000- Account #: 188950 Sec/Town/Range: 34/35S/39E
5 Map ID: 23/34S Zoning: AG-2.5 - C
Use Type: 6000 Jurisdiction: Saint Lucie County
Ownership
Daniel Alfred Hernandez
Heather C G Hernandez
10105 Muller RD
Fort Pierce, FL 34945
Current Values
Just/Market: Assessed:
Exemptions: Taxable:
Dete Book/Page
12-16-2020 4527/1508
Type
Legal Description
MULLER ROAD RANCHES (PB 90-22) LOT 3 (35.89 AC -
I,563,368 SF)
Historical Values 3-year
Year Just/Market Assessed Exemptions
Sale History
Sale Code Deed Grantor
0205 WD Muller Road LLC
Total Areas
Finished/Under Air (SF):
Gross Sketched Area
(SF):
Land Size (acres):
Land Size (SF):
Total Building Count:
Special
Features
and Yard
Items
Qty
Units
Year Blt
Taxable
Price
$490,000
35.89
1,563,368
All information is believed to be correct at
this time, but
is subject to change
and
is provided without any warranty.
® Copyright 2021 Saint
Lucie County
Property Appraiser.
All
rights reserved.
#Fam=211�lz
Vbion: To mum Healthiest Sbb h the Nation
Ron DeSantis
Gwemor
ScoN A. Rivkees, MD
Slate Surgeon General
Florida Department of Health in St. Lucie County
Conditions for Issuance of Water Well Permits
Effective July 24I 2017
• Contact the Florida Department of Health in Saint Lucie County (FDOH — St. Lucie)
prior to constructing or abandoning any well.
a. Call the FDOH — St. Lucie Well Line at 772-873-4936 or email
SLCDOH-WELLS6a�FLHEALTH.GOV
b. Provide the following information:
i. Permit number
ii. Driller name
iii. Address
iv. Date and time to begin construction/abandonment
• A minimum of 24 hours' notice is required before constructing any public water supply
wells. Please call our main office at 172-8734931 and speak with Environmental
Health Staff or provide notification by email to SLCDOH-WELLS(d,)FLHEALTH.GOV
• Submit revisions to permit and/or site map within 48 hours of well construction or
abandonment.
Florida Department of Health-SL Lucie County
Division of Disease Conlyd antl Health Protection
Bureau of Environmental HeaBh
Location: 3855 S US Highwayl, Fort Pierce, FL 34982
Mailing: 5150 NW Milner Drive, Port St Lucie, FL 34983
Phone 772-873.4931
Fax 772-595-1306
FloridaHealth.gov
Accredited Health Department
Public Health Accreditation Board
so
STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT,RREPAIR, MODIFY, OR ABANDON A WELL Permt No. 59.32427
Ll Southwest Florida Unique 10
PLEASE FILL OUT ALL Fi lds Wh FIELDSC NodhweSl ('Denotes Requlretl Fields Where Applicable) PertMl SlpNaaons Required (See AIWUnee)
0St. Johns River me earer.enronnonwi. rewan,4ve .Fel>South Florida IMs rwmw iareorrulrg rlseperavrnrerlrarlm to situ 62-5240uad No. Delineation No.
LUSuwannee River op;witare4rleyut oulhwuyenea•aplebraele.
17 DEP CUPAVUP Appaation No.
0 Delegated Authority (If Applicable)
,,Daniel & Heather Hernandez 10105 Muller Road Ft Pierce, FI 34945
'Owner, Legal Name if Corporation 'Address 'City estate 'ZIP Telephone Number
2.10417 Muller Road Ft Pierce, FI 34945
'Well Location -Address, Road Name or Number, City
3.2334-701-0003-000-5 3
'Parcel ID No. (PIN) or Alternate Key (Circle One) Lot Black Unit
4.34 35S 39E St Lucie Check if 62-524:❑ Yes 0 No
'Section or Land Grant Township 'Range 'County Subdivision
S. James P. Tyson 11352 954-818-4269 downthehole@atl.net
'Wales WeL Comroctor 'License Number *Telephone Number E-mail Address
6. PO BOX 881496 Port St. Lucie FI 34988
'Water Well Cont
p�ractors Address City State ZIP
W
7, 'Type of Work: Construction ❑ Repair ❑ Modification❑ Abandonment
a. 'Number of Proposed Wells i 'Remm Ica Replic MWowim, or Ninneamvoa
9. 'Specify Intended Use(s) of Well(s).
Domestic Landscape Irrigation Agricultural Irrigation Site Investigations% v `
Bottled Water Supply ® ❑ Recreation Area Imgation ® Livestock ❑ Monitoring
❑ Public Water Supply (Limited Use)DOH) ❑ Nursery Irrigation Test
®Public Water Supply (Community or Non-CommunityJDEP) CommerciallIndustrial g Earth -Coupled Geothermal C E r. n 2,ri21
Class I Injection ® Golf Course Irrigation 8 WAC Supply J
HVAC Return
Class V Injection: ❑ Recharge ❑ Commerciaglndustrial Disposal ❑ Aquifer Storage and Recovery ❑ Drainage
Remediatiom ❑ Recovery ❑ Arc Sparge ❑Other lomrngsl OH jfr,� �1JdGjRy�U
❑ Other foul EN MTAETW
10."Distance from Septic System if 5 200 fl. Itt 11. Facility Description Proposed Residence 12. Estimated Start Dale
13.'Estknated Well Depth 120 ft. *Estimated Casing Depth 100 fl. Primary Casing Diameter 2 in. Open Hole: From =To=ft
14. Estimated Screen Interval: From 1100 To 120 It.
15.'Primary Casing Material: Black Steel Galvanized 49:;ZD Stainless Steel
Not Cased Other
f 6. Secondary Casing: Telescope Casing Uner SurfaceCasing Diameterin.
17. Secondary Casing Material: Black Steel Galvanized PVC Stainless Steel Other
18.'Melhod of ConslruUionI Repair, or AbanAonmenC Auger Cable Tool Jelled SONG
Combination (Two or More Methods) Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push)
Horizontal Drilling Plugged by Approved Methud Other (oa,u,ua)
19. Proposed Grouting Interval for the Primary, Secondary, and Ad sing:
From 0 To 65 Seal Material ( Benlonite eel Other )
From To Seal Material ( Bentonde Neat Cement Other 1
From To Seal Malarial ( Benlonile Neal Cement Other 1
From. To Seal Material ( Bentonite Neal Cement Other. 1
20. Indicate total number of existing wells on site 0 List number of existing unused wells on site 0
21.4Is this well or any exislin�well or water wit wal n the owners contiguous property covered under a ConsumpliveANater Use Permit (CUP/WIJP)
or CUPMIUP Application Yes If yes, complete the following. CUPIWUP No. District Well ID No.
22, Latitude LongitudeInFilo
23. Data Obtained From GPS Map Survey
,ati+ �..wcm...,w ,
.a.a. � ,wea<na. d
�n
/ �` / /—p
•San re e�i f C��11352
� ilwnee Na
Datum: NAD 27 NAD a3 WGS 64
8-25-21
gate
ApprovatGnntad By � GlA
lax
g:
i
Y c,
0
;i
1:
10
9
�e
—
m
[p
e
i
a
10617 MULLER ROAD
eT. LUCIE COUNTY, FLOflIW
e
e
a
pft
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Sitc Address: 10417 Muller
Parcel ID: 2334-701.0003- Account 6: 188950
Sceq'own/Itange:
74/35S/39E
RD
000-5
Map ID: 23/34S
Zoning: AG-2.5 -
C
Use Type: 6000
Jurisdiction: Saint
Lucie
County
Ownership
Legal Description
Daniel Alfred Hernandez
MULLER ROAD RANCHES (PB 90-22) LOT
3 (35.89 AC -
Heather C G Ilcmandez
11563,368 SF)
10105 Muller RD
Fort Pierce, FL 34945
Current
Values
Historical Values
3-year
lust/Market 5329.005
Assessed: 59,870
Year lusNMarkct Assessed
Exemptions
Taxable
Exemptions: s0
Taxable: $9,870
2021 $3291005 $9,870
$o
$9,870
Sale History
Dune Rook/Page Sale Code Decd Grantor Price
12-16-2020 4527 / 1508 0205 WD Muller Road LLC S490,000
r:
Total Areas
Finkhed/Under Air 0
P (SF):
Gross Sketched Area 0
(SF):
Land Size (acres): 3589
Land Sizc (SF): 1,563,368
Total Building Count:
Special
Features
and Yard
Items
Type
Qty
Units
Year Bit
All inlbrmation is believed to bt: correct at this time, but is subject to change and is provided without any wartanty.
� Copyright 2021 Saint Lucie County Properly Appraiser. All rights reserved.
St. Lucie County Health Department
too oaH 5150 NW Milner Dr Port Saint Lucie, FL 34983
HE
PAYING ON: x BILL DOC a 56-0I1J-5554432
RECEIVED FROM: Down the Hole AMOUNT PAID: $ 740,00
PAYMENT FORM: CREDIT CARD 037938 PAYMENT DATE: 08/26/2021
MAIL TO: Down the Hole
PO Box 881496
Port Saint Lucie FL 34988
FACILITY NAME : Down the Hole
PROPERTY LOCATION:
PO Box 881496
Port Saint Lucie FL 34988
Lot:
Property ID:
EXPLANATION
Block:
QUANTITY FEE
6
$
690.00
1
$
50.00
RECEIVED BY: EvansJS AUDIT CONTROL NO. 56-PID-5164557
Note: 59-32427 thru 59-32433
DESCRIPTION
LOTS 3 8c 4, MULLER ROAD RANCHES ACCORDING TO THE PLAT THEREOF .RECORDED IN
PLAT BOOK 90, PAGES 22 AND 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
■
---
L
LEGEND
O.R.B. - OFFICIAL RECORDS BOOK
CENTERLINE
�P - PLAT
M�- MEASURED
D -DEED GRAPHIC SCALE
(((C)- CALCULATED 0 60 120
L.B. - LICENSED BUSINESS
CONC.- CONCRETE
�--....
C.M,P.- CORRUGATED METAL PIPE
INN -INVERT IN FEET
EL -ELEVATION ( )
F.F.E. -FINISH FLOOR ELEVATION t IIICh = 60' ft.
P.U.E. � PUBLIC UTILITY EASEMENT
D.E.- DRAINAGE EASEMENT
OHU -OVERHEAD UTILITY LINE
2b- WOOD POWER POLE
-� - GUY ANCHOR
C.C.R.- CERTIFIED CORNER RECORD
�7. -WOOD LIGHT POLE
®- ELECTRIC METER
I.D. -IDENTIFICATION
Q- TELEPHONE RISER
M.E.S.- MITERED END SECTION
(gj -CAN RISER
0 - FIBER OPTIC CABLE PEDESTAL
HD E - HIGH DENSITY POLY ETHYLENE PIPE
- OAK TREE
R.C.P.- REINFORCED CONCRETE PIPE
N.S.L.R.W.C.D.- NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT
SR 70 .�-"''��
ST. LUCIE COUNTY
I
it
MULLER RD
o '� !,
m
SITE I I i
J f
MIDWAY ROAD
ii
LOCATION MAP
(NOT TO SCALE)
I
i i I
I � I
I
FENCE CORNER
0.9' WEST FOUND 4"X4° CONC. MONUMENT
STAMPED "PRM LS 3335"
xN8-99-(rw-�r.w x I � ,• .. ,. ., 4'BARB WIRE FENCE ..
FOUND 4"X4" CONC. MONUMENT S89'59'48' W I
I '
' STAMPED "PRM LS 3335" i i ' 8.50' w 'WELL
� W
� � x t:
� I �¢ �I N � TAX PARCEL ID:
' I o 1 m � ��a 2334-322-0003-000-2
I o �
( I � N (OCCUPIED)
I a ml ap (NOT INCLUDED)
' I I /I �'o LOT .' 't" STAMPED/'LS13335ROD &CAP
o.1s' souTH 157.00'
( (VACANT)
( 0.35' WEST '05" "
i
�` - - - - - - - - - - - - - - - - 35.89 ACRESt FOUND 4"X4" CONC. MONUMENT 4 6 B WIR C
N ' I - - - -' - - - - - - - - - - - _ - _ _ _ _ STAMPED "PRM LS 3335" FENCE ON LINE
I 15' MILLINGS DRIVEWAY 0.3T WEST FENCE CORNER
�1----7T--------- ----------------------------
W ' /3�// � I ( - "� -� \ � 0.8' EAST �
W II I � W
' /ate/ I I 1 I I \\ �
/y / ' 40' D.E. I ¢ \ \ \
CIS I /2�/ (PER LAT �m \ � \
pp
W ( /o � � I �� I I� ' , � `
._ '- x
to /y�i �i �� i '------------------
I '2 L
Q2� / � � ' I FENCE CORNER SOUTH RIGHT OF WAY LINE
Q j� .0' NORTH
p •// '' .3' EAST
W ' (� FOUND 5/8" IRON ROD &CAP SO'08 03°W 1273.08' x 4' �ARB WIR� FENCE x x x x x x x x x x
Z STAMPED "LS 3335" FOUND 5/8"IRON ROD &CAP
' 1 0.17) NORTH STAMPED "LS 3335"
� ' ' I � I 0.4T WEST x
U ' �� � I
�i � i
Q m I LOT 2
cots' Y�I � 1 MULLER ROAD RANCHES (VACANT)
m I ( PLAT BOOK 90, PAGE 22
� I " I
I
oll = m I
~II � � I
� I
I I
II W I
t � I
'I I
°i I
'� z I
�I I
1
II i
i
20'� I
1 I i 20,
�----------------��, �� SURVEYOR'S NOTES
EXISTING POND \ I I 1. THIS SURVEY MAP OR THE COPIES" THEREOF ARE NOT VALID WITHOUT THE SIGNATURE
' � � i I FENCE, 1.T NORTH AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, '
I 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE
SO'05'29' W 1985.35'
I soJrePEo/8Ls sss5 oD &CAP PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH
THE 2011 ADJUSTMENT (NSRS 2011).
� � 3. THE SOUTH RIGHT OF WAY LINE OF MULLER ROAD IS ASSUMED TO BEAR NORTH
' I I � 89'58'27" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
LOT 4 I 4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE,
' (VACANT) I UNLESS NOTED OTHERWISE.
I 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
' I 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT.
I 7. FIELD SURVEY LAST CONDUCTED ON JULY 19, 2021.
' I 8. OVERALL PARCEL CONTAINS 35.89 ACRES, MORE OR LESS.
I 9. 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.
/ 10.'LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS,
' / OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD.
i 11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN.
1----------------� 12. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT
DETERMINED AS PART OF THIS SURVEY.
13, ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAV88)
14. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA
HAVING A FLOOD ZONE DESIGNATION OF "X" AND "AE", ACCORDING TO THE FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL
NUMBER 1211 1 C0170J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS
INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO
CONSTRUCTION,
15, GROUND ELEVATIONS SHOWN. ONLY IN THE AREA OF PROPOSED RESIDENCE.
�98= x x x
FOUND 4"X4" CONC. MONUMENT
STAMPED "PRM LS 3335"
N.S.L.R.W.C.D. CANAL NO. 92
(VARIABLE WIDTH RIGHT OF WAY)
NO'09'05"E 1115.9T
CERTIFIED TO
DANIEL ALFRED HERNANDEZ
i I
1
I I
I 25' 25'
I
FOUND 4"X4" CONC. MONUMENT
STAMPED "PRM LS 3335'
1 ( I 0.40' WEST
n� I`'�BENCWMARK NO. 1
z MAG NAIL &DISK
�45' ly. ELEVATION 17.54 FEET (NAND 88)
I3
0
� I
� IQ 1�
3
a Ow
I r d�
I a �� I
�I� I
�II� I
BENCHMARK N0. 2
MAG NAIL &DISK
STAMPED "LB 7805"
ELEVATION 17.44 FEET (NAND 88)
FDOH in St Lucie County
Environmental Health
Site Plan Appro'�ed for Construction
Supersedes All Previous Site Plans for
OSTDS #9a3F 23 /G & Well #S9-3Z'f2y
Date:9�2o Z_v2/
Reviewer: '
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC 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. 1 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, FLORIDA STATUTES.
CIVILSURV DESIGN GROUP, INC.
----------------------------------------------------------
BY: 6RIAN C. KIERNAN DATE OF SIGNATURE
PROFESSIONAL SURVEYOR &MAPPER
FLORIDA REGISTRATION NO. 6101
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ID
DESGRPTION
SPECS
THICKNESS
ON FLOOR
PLAN
REINFORCED CMU WALL
W/FINISHES
SEE TYP WALL SECTION
9"
�,� �t �,.�n
'
REINFORCED CMU WALL
WO/INT FINISH
SEE TYP WALL SECTION
g^
�.,, >�
'���
>�
REINFORCED CMU COLUMN
SEE FLOOR PLAN
VARIES
NON LOAD BEARING INT WALL
SEE PROJECT SPECS ON A-1
4.5"
LOAD BEARING 2x4 WALL
NONE
4.5"
�
FLOOR PLAN NOTES:
1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS.
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE.
FLOOR PLAN KEYNOTES:
1. 22"x30" RO MIN ATTIC ACCESS
2. DON'T BEAR TRUSSES ON POCKET LINTEL
3. TYP FRONT PORCH BEAM-CASTCRETE BF32-1 B/1T. 14'-4" TOB.
4. TYP FRONT PORCH COLUMN- 16"xt6" FROM Bx8xi6 CMU, #5 VERT EA CELL
5. TYP REAR PORCH BEAM- CASTCRETE SF16-1 B/2T. 10' TOB.
6. TYP REAR PORCH COLUMN- 12"x12"x8" CMU, 4 #5 VERT, #3 TIE @ 16" OC.
TRUSS NOTES:
1. TRUSS MFR CAN MAKE ANY WALL LOAD BEARING AS NEEDED. ARCHITECT WILLADD INTERIOR BRG
POSTS IN WALLS WHERE REQUESTED PLEASE TRY AND KEEP GIRDER REACTIONS UNDER 8,000 #
ESPECIALLY WHEN OVER OPENINGS.
2. AHU IN ATTIC ABOVE MASTER CLST 1.
GENERAL SPECIFICATIONS:
1. INTERIOR NON LOADBEARING WALLS: 1/2" OR 5l8" GWB OVER 3-5/8" 25 GAMETAL STUD OR 2x4 @ 16" OC.
2. PORCH CEILING: STUCCO &LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34.
3. INSULATION: EXT WALLS: R4.1 FOIL INSULATION. R20 SPRAYFOAM @ CONDITINED ROOF DECK, &ATTIC SEPARATING
KNEE WALLS @PORCHES &GARAGES. R-13 BATT @GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS
HATCH TO CONNECT ATTIC SPACES.
4. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT
SHEET INDEX
A-1
floo_r plan
A-2
_
foundation plan
A-3
elevs
A-4
elect, plumb
GN-1
general notes
DOOR• LI'NTE-L SCM'EDULE
_
.
- ._.
_.
D1;','
34.1,'370 i`
6-0� i
1100
„CCSRF32;18/1T'
�
D,SWING,GLgZED
D2
34.1,-33.5
16-0
8-0
CC
SF24-1B/2T
SECTIONAL OVERHEAD
D3 134.1,`37.0
2-6
8-0
-
CC
8(jF22-1B/1j
__
'
S. SW{t�6,
GLAZED ,
D4
34.1,-37.0
2-6
8-0
CC
8RF22-1B/1T
S. SWING, GLAZED
DS
341,=37:Q
20;0
,
8 0
'CC
8F2q 1B/2j,
(VOfy B,RG
j
,4, PANEL SGD, POGKE'j
D5.1
16-0
8-0
CC8F24-18/2T
LINTEL ONLY
D6 '?
3'4.1; 370
15=0 ',
8 0 '
GC SF24-18[2T,
NON
BRG
3 PANEL SGD, POCKET"
D6.1
12-0
8-0
CC
SF24-18/2T
LINTEL ONLY
SEE GEN NOTE 26. CC:
CAST CRETE.
WUIN�UOW LINTEL SGMEDULE
W1 � �' 35.6,3� 7 i (2)'j3 0 , 6 "0 ; 8=0 ! CC SF24 18%1j ;;
"(�L)IS H � NG�? EGRESS I
W2
35 6 38 7
{2)
3 0
8-0
8 0
CC SF24 iB/1T
(2) S HUNG
W3� ,�
35 6 4�/ 7
(�)`3
0
8-0"
8 0 I;CC
SF24 1B1/1j
(3) S tjUNG'
� "
W4
35 6 38 7
3-0
6 0
8 0
CC 8F24 18/1T
(2) S HUNG
W5 ;+=
35 6, 38,7
3=0,
,6-0 =
8 0 �
CC 8F24=1B/iT
(�2) S HUNG.'
'
WS
35.6,-38.7
3-0
6-0
8-0
CC8F24-1B/1T
S.HUNG
W1i.li!
35 6,38 7 '
3-0'
4-0
8 0 ;
LC 8F24-18J1T
FIXED
W6
35 6 38 7
4-0
6-0
8 0
CC 8F24-18/1T
S.HUNG
W7 . !
35 6,38 7
2c0.`- (6-0
N
8 0 ICC
SF2�}-18%1T
�
�S.HUt�G
W8
35 6 38 7
2-0
6 0
8 0
CC SF24-18/1T
S.HUNG
W9 : C'
35.6;-38,7
(2) q 0 �
6 0, '' i
8 0
�CC'8F24-18%1T
;(2=) S. HUNG =EGRESS
''`
W 10
35 6 38 7
(2) 3 0
5-0
8 0
CC SF24-1 B/1T
S .HUNG
W11'
35 6 3$ 7
3-0'�
� 0
8 0
CC 8F24 18%1T
'
S HUNG ,
Wit
35 6, 38 7
3.0
4-6
8 0
CC SF24 18/1T
CASEMENT
W13 i =
35.6, 38 7,
(2)'3 0,
5 '�
8-0 �CC
8F24 18�1T �
(2),S. HUjVG,
j
� ` " � '�
W14
35.6,38.7
3-4
3-0
8-0
CC8f24-18/1T
FIXED
TEMP
W15'; ,
35 6„§8,7 .
(2) 3-0`'1
5 ;
8,0 , - �:CC
SF24 `1_B�1T !
(2) S HUNG;
W16
35.6, 38.7
1-8
5-0
8-0
CC8F24-18/iT
S.HUNG
TEMP
SEE GEN NOTE 26. CC: CAST CRETE.
SLOPE AS PER ELEV
METAL OVER (2) LAYERS 30#FELT OVER 5/8" CDX PLY OVER PE _
WOOD ROOF TRUSS AS PER FRAMING PLAN.
PE TRUSS AS PER FRAMING PLANS -
INSULATION AS PER PROJECT SPECS �
SEE FRAMING PLANS OR
CONNECTOR SCHEDULE
METAL DRIP OVER PT WOOD DRIP OVER
2x8 CEDAR FASCIATOTRUSS ENDS W/—.
(2) #16d NAIL
SOFFIT: STUCCO 8 LATH PER 34/GN-1 OVER 2x6 & 24"
OC, PT LEDGER TO CMU W/.25"x3.25" TAPCON @ —
32"OC. VENTS PER CALCS WHERE REO.
LINTELS PER DOOR/WINDOW/LINTEL SCHEDULE
STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48"
OC-1/2" OR 5/8"GWB OVER OVER 3/4" FURRING STRIP.
GARAGE WALLS TO BE UNINSULATED &UNFINISHED.
WALL REINF AS PER 16.8/GN-1.
DOWELS PER 17.2/GN-1
PROJECT SPECS: A-1
GENERAL NOTES: GN-1
PROJECT DESCRIPTION
NEW 1 STORY SF RESIDENCE.
ZONING iNFORMATION:
parcel id: xxx
xxx (St Lucie County)
flood zone: X
UTILITY INFORMATION:
gas: n/a
sewage: septic
potable water: well
AREA CALCULATIONS:
conditioned living area
2,739
sf
garage
584
sf
covered rear porch
552
sf
covered front porch
308
sf
total building area
4,183
sf
conditioned volume
30,702
cf
w
�l{111hIimllll
�g
IiIiN�Elll
t
s� EE ELEVS
1/2" OR 5/8"GWB
OVER
WOOD
PE TRUSS BC.
FOOTING PER FOUNDATION PLAN 8 z ,1 jl �;
FOOTING SCHEDLE- REINF PER — %4ti:';X
FOOTING SCHEDULE � ;::: � � � �^; :;
.y'::r
_ �:(,ti
GRADE AS PER SITE PLAN �1�� �'.�';': �'o�
r...b
ff 6:..
CONT CMU BOND BEAM: (2) COURSES W/
#5 REBAR EA COURSE
FDOH in St. Lucie County
Environmentat`tiealth
Site Plan Approved for Construction
Supersedes All Previous Site Plans --for
O$TDS �-Sf 234 Syl� &Well #5R •�2 y27
Oate: ��� /Z�z/
Reviewer: ` /�::� ��__
SOG/FILL/COMPACTION PER
FOUNDATON PLAN AND 17/GN-1
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floor plan
6/13/21
SHEET
��
1'-0"
TYP 1MA�LL S(ECTIOM
SCALE: 1/2"= 1'-0"