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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT
SYSTEM
PERMIT #:56SF-2016735
APPLICATION #:AP1453375
rAEI E . DATE PAID:
FEE PAID:
JAN 14 2019 RECEIPT #:
DOCUMENT #: PR1285999
CONSTRUCTION PERMIT FOR: OSTDS New BY'
APPLICANT: Sergio Fernandez
PROPERTY ADDRESS: 18601 Tranquility Base Ln Port Saint Lucie FL 34987
LOT: 18 BLOCK: 3 SUBDIVISION: Aero Acres
PROPERTY ID #: 3215-801-0071-000-6 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MIDST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., ARM CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN *kTERXAL 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
T I
1,200 ]
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 [ 767 ] SQUARE FEET
R [ ] SQUARE FEET
A TYPE SYSTEM: [ ]
I CONFIGURATION: [ ]
N
F LOCATION OF BENCE4PJM:
Drainfield new SYSTEM
NIA SYSTEM
STANDARD [ ] FILLED [X] MOUND
TRENCH [X] BED [ ]
Site BM FND nail in cut out. CL
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAIHFIELD TO BE
L
D I
0
x
H
E
R
ILL
[ 4.00 ]
[ 3.00 ]
NE of lot
I
FT ]I ABOVE BELOWj BENCHMARK/REFERENCE POINT
FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
gpd.
SPECIFICATIONS BY: A Brian J Ingrw) _ _TITLE: Environmental Specialist II
APPROVED BY: Z ITLE: Environmental Specialist II St. Lucia CHD
Brian J Ing '
DATE ISSUED: 12/23/2019 v EXPIRATION DATE: 06/23/2021
DE 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, PAC �� Page 1 0£ 3
v 1.1.4 AP1453375 SE1234ME COPY
SUBDIVISION: Aero Acres ID#:321"01-0071-000-0
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: Ex ]YES I ]NO NET USABLE AREA AVAILABLE: 2.09 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 460 GALLONS PER DAY [ I RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 3134.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1150.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1150.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE 4.00 [ ]NCHES / FT ] [ ABOVE / I 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: 100 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
SOTT. PROFTT.F. TNFnvmmmTnM UT" I
PROPERTY LINES: 5 FT POTABLE WATER LINES: 85 FT
[ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NOI
FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 5/2
Sand
0 TO 23
1 OYR 62
Sand
17 To 23
10YR 6/6
Sand
23 To 39
1 OYR 5/1
Sandy Clay Loam
39 To 49
HOLE CAVING
Refusal
49 To 72
SOIL PROFILE TNFORMATTON ATMV 9
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/1
Sand
0 TO 5
1 OYR 511
Sand
5 To 26
10YR 6/1
Sand
17 To 28
1 OYR 614
Sand
28 To 33
1 OYR 616
Sand
33 To 40
1 OYR 52
Sandy Clay Loam
40 To 52
HOLE CAVING
Refusal
52 To 72
OBSERVED WATER TABLE: 35.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCSED / APPARENT
ESTIMATED WET SEASON WATER TABLE ELEVATION: 17 INCHES [ ABOVE /P;Z�Wl] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES Ex ]NO MOTTLING: [X]YES [ ]NO DEPTH: 17.00 INCHES
SOIL TEXTDRS/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION:
DRAINPIELD CONFIGURATION: [ ] TRENCH [X ] HEM I ] OTHER (SPECIFY)
r REMARKS/ADDITIONAL CRITERIA
VT determined using USDA WSS and soil borings.
t6/1 stripping In 10YRS/1 matrix >10% with diffuse boundaries stating at 17" In S82.
3" below BM. S1324" belo%Bm.
SITE EVALUATED BY:
INCHES
DATE: 12/18/2019
Ingram, anan (flue: vironmental Specialist 11) (ENVIRONMENTAL HEALTH)
Da 4015, 09/09 (Obsoletes previous editions which y not be used) Incorporated: 64E-6.001, FAC
AP1453376 EID2016736
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