HomeMy WebLinkAboutAPPROVED PINEDO SEPTIC PERMITSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Efran & Maria Pinedo
PROPERTY ADDRESS
LOT: 28 & 29
TBD Hickory Dr Fort Pierce, FL 34945
BLOCK: 63 SUBDIVISION: Indian River Estates
PROPERTY ID #: 3402-609-0426-000-4
PERMIT #:56-SF-2245532
APPLICATION #: AP1633697
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT # : PR1548789
[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 [ 1,050 ] GALLONS / GPD SeDtic 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 N/A SYSTEM
A TYPE SYSTEM: [ j STANDARD [ ] FILLED [x] MOUND
I CONFIGURATION: [ ] TRENCH [x] BED []
i
W
F LOCATION OF BENCHMARK: Site BM, Nail in CL of Rd, S property line extended E
I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT I ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 5.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D I
O
T
H
E
R
ULL REQUIRED: [24.UU] INCHES. _ EXCAVATION REQUIRED: [ 49.00] INCHES
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.
In no case shall the water line be located within 24 inches of the onsite sewage treatment and disposal system. Potable
water lines within 5 feet of the drainfield shall not be located at an elevation lower than the drainfeld absorption surface.
SPECIFICATIONS
BY: Brian J I ram
TITLE: Environmental Specialist
III
APPROVED BY:
TITLE: Environmental Specialist III
St. Lucie CHD
Brian 7pngram
DATE ISSUED:
04/20/2,01
EXPIRATION DATE:
10/20/2022
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 AP1633697 SE1506090
STATE OF FLORIDA PERMIT NO.
DEPARTMENT OF HEALTH DATE PAID:
g ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:�-�
!y .WE SYSTEM RECEIPT # :
te.3 t [c•� ��
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ )
APPLICANT: Efran & Maria Pinedo
AGENT: RJM Custom Homes TELEPHONE: (561) 267-7476
MAILING ADDRESS: 6917 Vista Parkway North Suite #1 WPB, FL. 33411
--------------------------------------------
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: 28 & 29 BLOCK: 63 SUBDIVISION: INDIAN RIVER ESTATES UNIT 8 PLATTED:
PROPERTY ID # : 3402-609-0426-000-4
ZONING: X I/M OR EQUIVALENT: [ No ]
PROPERTY SIZE: 0.46 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [�/]<=2000GPD [ ]>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: >1000 FT
PROPERTY ADDRESS: Hickory Drive Fort Pierce Fl. 34945
DIRECTIONS TO PROPERTY: Take South US Highway I turn right onto Howard Street, turn right onto Hickory Drive passing
Savannah Street. The property is located 8 lots down on the right side of the street.
BUILDING INFORMATION
Unit Type of
No Establishment
1 New SFD
E
[ ✓] RESIDENTIAL [ ] COMMERCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
4 2492
3
4
[ ] Floor/Equipment Drains [ ] Other (Specify)
SIGNATURE: DATE: 2J -2,5 12-1
DR 4015, 08/09 (Obsoletes prev s 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: Efran & Maria Pinertn
CONTRACTOR / AGENT: RJM Custom Homes, Inc
LOT: 28 & 29 BLOCK: 63
SUBDIVISION: Indian River Estates ID#: 3402-609-0426-000-4
APPLICATION # AP1633697
PERMIT # 56-SF-2245532
DOCUMENT # SE1506090
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: 0.46 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 1150.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1250.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site[
ELEVATION OF PROPOSED SYSTEM SITE 1.00
Nail in CL of Rd. S Droperty line extended E
[ I INCHES I / FT ] [ ABOVE / I BELOW I] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 3 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 ( MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 Sn TT. VTZnrTT.W. TVWn1 MLTTnM CTTF. 9
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
1 OYR 5/2
Sand
0 To 22
1OYR 6/2
Sand
18 To 22
1 OYR 2/1
Spodic Material
22 To 45
1OYR 6/3
Sand
45 To 60
HOLE CAVING
Refusal
60 To 72
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/1
Loamy Sand
0 To 5
10YR 5/2
Sand
5 To 25
1 OYR 6/1
Sand
16 To 25
10YR 2/2
Spodic Material
25 To 39
1 OYR 3/2
Spodic Material
39 To 49
10YR 514
Fine Sand
49 To 61
HOLE CAVING
Refusal
61 To 72
OBSERVED WATER TABLE: 47,00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 18 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 18.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING
DRAINFIELD CONFIGURATION: [ ] TRENCH
- REMARKS/ADDITIONAL CRITERIA
Sand/0.60 DEPTH OF EXCAVATION
[ ] OTHER (SPECIFY)
WSWT determined using USDA WSS and soil borings.
10YR6/2 stripping in 10YR5/2 matrix > 10% with diffuse boundaries starting at 18" In SB1.
SB1 1" below BM. SB21" above_qM. 11-7
SITE EVALUATED BY:
Ingram, Brian (7it1 Environmental Specialist III) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous editions wh' may not be used) Incorporated: 64E-6.001, FAC
AP1633697 EID2245532
49 INCHES
DATE: 04/13/2021
Page 3 of 4
v 1.0.2
WINDOW SCHEDULE
WIL DFLOWEfl
MODELS
WINDOW
MARK
CODE
REMARK
WINDOW NOTES:
NOTE: ALL WINDOWS TO BE SINGLE
O
22
HUNG 1/2 FLANGE. (OBSCURE GLASS IN BATHS ONLY)
ISEE PRODUCT APPROVALS FOR MANUFACTURER INFO.)
O
25
NOTE: WINDOW AND DOOR SUPPLIER TO
PROVIDE ACCURATE ROUGH OPENING SIZES
FOR ON SITE USE.
(D
24
O
23
5O
35
EGRESS
O
DBL 24
TO
DBL 25
EGRESS
FIELD TRADES NOTES:
TRIM/CARPENTRY
STRUCTURAL
B PANEL INTERIOR AND EXTERIOR DOORS
RAISE ALL BEAMS 24' FLAT CELNGS U.N.O.)
RASE ALL DOORS TO B-0 HIGH (NOT OVERHEAD DOOR)
SIDE ENTRY GARAGE
WTAL ROOF
COFFER GARAGE CEILING FOR A/C UNIT
COFFER CEILING N LNNG ROOM
RAT TRUSS OVEW" PETUNS AROUND FRONT ENTRY ONLY
SQUARE OFF L ENCLOSE FRONT PORCH w/ ARCHWAY
RASE FRONT ENTRY BEAM TO I6-4
INSULATION
FRAMING/DRYWALL
`
AIR CONDITIONING/HEATING PLUMBING
NEST THERMOSTAT w/ 18/8 WIRING U I Y WATER L SEPTIC
AIR HANDLER N GARAGE COFFER SHOWER N BATH 2 3 3 w/ RASED TLE CUB ONLY
SUT OFF VALVE AT EACH FAUCET
EXIEAOR NOT/COLD SWWER ON SIDE WALL OF SHIM 2
OTHER
ELECTRICAL
POOL DIM CONSTRICTION BEM W&KNG WADE BY POOL CDNA"
400 AM' ELEC. W/ TOO AMP POOL S1.6 PAMQ
CFODIVEWAY
AAA
30 AMP EXTERO R 220 WP OUTLET W ff BED. •21
CUSTOMER SAttD AND NST&LED AMAMOES
3 PENDANT UGIT PREWOES w/ i SWATCH
DECOMTNE CXaS M SDWN ON ELEVATION SfET
RELOCATE BKSFT AREA CELNG LIGHT BOX TO UVNG ROOM
DECORATIVE TLE ON EXIM OF INTRY AS SI M ON ELEVATION SETT
20 AMP APPLIANCE OUTLET N GARAGE BACIONG BEDROOM 4
SUM STUCCO CUpNS ON FRONT POOCH COLUMNS
LINDEA,f ALTD CONDUIT (CAPPED) FROM PANEL TO METER BOX
A DO NOT INSTALL AIM IN BATF1OM
PAEWEE WALL SCONCES ON FACE OF PORCH COLLIMNS
EMPTY JBOX N SOFFIT FOR FUTURE USE
SATE OF PFOOtCTION AEETNG AND F41V- (VOTE4
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AREA CALCULATIONS
LIVING AREA U/A =
2492 SF.
FRONT PORCH =
B9 SF.
COVERED AREA =
271 SF.
GARAGE/MPCH NON A/C
392 SF.
TOTAL SO. FTG =
3244 S.F.
Z
SEAL
SHEET NO.
2
OF
7
LEGEND
ANC
= GUY ANCHOR
BM
=BENCHMARK
CE
= COVERED ENTRY
CL
= CENTERLINE
CLF
= CHAIN LINK FENCE
C/O
= CUT OUT
CONC = CONCRETE
COP
= CORNER
COV/P = COVERED PATIO
CS
= CONCRETE SLAB
D/F
= DRAIN FIELD
EL
= ELEVATION
(ENC)
= ENCROACHING
EP
= EDGE OF PAVEMENT
FFE
= FINISH FLOOR ELEVATION
FND
= FOUND
ID
= IDENTIFICATION
INT
= INTERSECTION
IR
= IRON ROD
LB
= LICENSE BUSINESS
(M)
= MEASURED DISTANCE
MN
= MAGNETIC NAIL
OHE
= OVERHEAD ELECTRIC
(P)
= PLAT DISTANCE
P/L
= PROPERTY LINE
PROP
=PROPOSED
PSM
PROFESSIONAL SURVEYOR
& MAPPER
R&C
= IRON ROD AND CAP
P/W
= RIGHT OF WAY
5T
= SEPTIC TANK
WD/F
= WOOD FENCE
W/L
= WATER LINE
WM
= WATER METER
3
+1�
= SPOT ELEVATION
= WOOD POWER POLE
FDOH inCounty
Environmental
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDSr OW + Well #
(OCCUPIED)
FFE= 19.61
NO WELL OR SEPTIC
INTEFERENCE WITHIN 75' FND 5/8" IR
NO ID 0.69' N
6' WD/F COP
0.7' N, 0.7' W
0
0
0
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26.65'
LOT 8&9 :g
(OCCUPIED) 11O
FFE= 18.37 � �
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6' WD/FCOP LuLu
0.2' W - -
O O
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LOT 27
(VACANT)
N 89040'58" W 125.01'(M)
N 90 ° 00' 00" 4125. 00' (P)
18.0'
M
16
NO WELL OR SEPTIC 0O O
INTEFERENCE WITHIN 75'
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(VACANT)
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0.3'N, 0.3' W
FND 5/8" IR N 90000100"
NO ID 6' WD/F COP
LOT 10
ON P/L
(OCCUPIED)
BLOCK 63
FFE= 20.60
LOT 30
NO WELL OR SEPTIC
(OCCUPIED)
INTEFERENCE WITHIN 75'
FFE= 18.85
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LEGAL DESCRIPTION:
LOTS 28 AND 29, BLOCK 63, INDIAN RIVER ESTATES
UNIT EIGHT, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 10, PAGE 73, OF THE PUBLIC
RECORDS OF ST LUCIE COUNTY, FLORIDA.
ADDRESS: HICKORY DRIVE
FORT PIERCE, FL 34945
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN
MADE BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST.
w LUCIE COUNTY BENCHMARK NAME "ROD", HAVING A
PUBLISHED ELEVATION OF 15.73 FEET NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD ' 88) .
ALL OTHER ELEVATIONS ARE RELATIVE THERETO.
BEARINGS SHOWN HEREON ARE BASED UPON AN
PLATTED MERIDIAN, ALONG THE CENTERLINE OF
HICKORY DRIVE, HAVING AN PLATTED BEARING OF
N 00000'00" E. ALL OTHER BEARINGS ARE RELATIVE
THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON
MAP NUMBER 12111CO281K, DATED 2/19/20. FLOOD
ZONES ARE APPROXIMATE AS SCALED FROM FLOOD
INSURANCE RATE MAPS.
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LU J
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IN ACCORDANCE WITH CHAPTER 5J-17.051,
ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY, IS
PROHIBITED WITHOUT WRITTEN CONSENT OF THE
SIGNING PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT
ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE
FOUND IN THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
THE EXPECTED USE OF THE SURVEY AND MAP IS
RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN
ACCORD WITH THE UNITED STATES STANDARD
USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN
THE FORMAT OF DEGREES, MINUTES AND SECONDS.
LEGAL DESCRIPTION FROM QUIT CLAIM DEED
RECORDED IN OFFICIAL RECORDS BOOK 1507, PAGE
1516, ST. LUCIE COUNTY PUBLIC RECORDS.
PUBLIC WATER AVAILABLE.
LOTS CONTAIN 20,000 SQUARE FEET.
BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE:
11-23-20.
CERTIFIED TO: EFRAN AND MARIA PINEDO;
RJM CUSTOM HOMES, INC.; PRIME TITLE
0 SERVICES; OLD REPUBLIC TITLE SERVICES;
MID-FLORIDA CREDIT UNION.
D/F+
10't
ROBERT F. KEMERSON
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
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00 DRAWN BY:
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APPROVED BY:
R. KEMERSON
SCALE:
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DATE:
11 24 20
FIELD BOOK/PAGES
SURVEY MAP
JOB NUMBER:
20-226Z
SHEET:
I OF I
N:\Projects\2020\20-2262 RJM Homes - Hickory\20-2262.dwg, BNDY, 2/24/2021 10:09:41 AM, Velcon Group, Inc., (7725) 879-0477