HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: ,John George
PROPERTY ADDRESS: TBD Admiral St Fort Pierce, FL 34981
PERMIT #:56-SF-1842183
APPLICATION # : AP 1473956
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1319550
LOT: 22 BLOCK: 6 SUBDIVISION: Maraviila Gardens
PROPERTY.I'D #: [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
2421-802-0074-000-0
[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 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 [ 375 ] SQUARE FEET Drainfield New SYSTEM
R [ ] SQUARE -FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [X] FILLED [] MOUND [ ]
I CONFIGURATION: [X] TRENCH [ ] BED [ j
N
F LOCATION OF BENCHMARK: Orange painted nail in W side of Admiral St center of property
I ELEVATION OF PROPOSED SYSTEM SITE [ 4.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 7.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D
0
T
H
E
R
FILL REQUIRED: [15.00] INCHES EXCAVATION REQUIRED: [ ] INCHES
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
300 gpd.
SPECIFICATIONS BY: Hunter A Collier TITLE: Environmental Specialist I
APPROVED BY: TITLE: Environmental Specialist I St. Lucie CHD
Hunter A Collier
DATE ISSUED: 03/23/2020 EXPIRATION DATE: 09/23/2021
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: John George
CONTRACTOR / AGENT: George and Associates
LOT: 22 BLOCK: 6
SUBDIVISION: Maravilla Gardens ID#: 2421-802-0074-000-0
APPLICATION # AP1473956
PERMIT # 56-SF-1842183
DOCUMENT # SE1268963
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: 0.29 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 800 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 724.98 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 760.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE
nail in W side of Admiral St,center of prop
4.00 [ 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 [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: 5 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
enTT- DnnVTT.V TNFARMnTTAN CTTF. 1
[ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO]
FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Pepper sand
Munsell #/Color Texture
Depth
10YR 4/1
Sand
0 To 14
10YR 5/1
Sand
14 To 28
10YR 6/1
Sand
22 To 37
10YR 4/4
Sand
37 To 42
10YR 5/4
Sand
42 To 53
10YR 5/4
Loamy Sand
53 To 72
USDA SOIL SERIES:Pepper sand
Munsell #/Color Texture
Depth
10YR 4/1
Sand
0 To 15
10YR 5/1
Sand
15 To 21
10YR 6/1
Sand
21 To 33
10YR 4/4
Sand
33 To 41
10YR 5/4
Sand
41 To 52
10YR 5/4
Loamy Sand
52 To 72
OBSERVED WATER TABLE: 65.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 27 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 27.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
�- REMARKS/ADDITIONAL CRITERIA
SWT determined using USDA WSS and soil borings. 10YR 6/1 stripping in 10YR 5/1 matrix > 10% with diffuse boundaries starting
27"in SB1. S131 4"•below BM. SB2 6" below BM.
SITE EVALUATED BY:
Collier, Hunter (Title: nvironmental Specialist 1) (Florida Department of Health in St. L
DH 4015,)08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, PAC
DATE: 08/23/2020
Page 3 of 4
AP1473956 EID1842183 v 1.0.2