HomeMy WebLinkAboutSewage,STATE• OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
. CONSTRUCTION PERMIT FOR:
APPLICANT:
PROPERTY ADDRESS:
LOT: 34
Homes of Northwest
5805 Tangelo Dr Fort Pierce, FL 34982
PERMIT #:56-SF-2034841
APPLICATION #:AP1464965
DATE PAID:
FEE PAID:
RECEIPT #:
6L�CIV[:L ADOCUMENT #:PR1304165
FEB 2 0 2020
Lucie County, Permitting
BLOCK: 76 SUBDIVISION: Indian River Estates
PROPERTY ID #: 3402-610-0179-000-1 [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, 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 Sentic 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 [ 500 ] SQUARE FEET
R [ I SQUARE FEET
A TYPE SYSTEM: [ I
I CONFIGURATION: [X]
N
F LOCATION OF BENCHMARK:
Drainfield New SYSTEM
N/A SYSTEM
STANDARD [ ] FILLED [X] MOUND
TRENCH [ ] BED [ I
Site BM
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D FILL REQUIRED: [ 21.003
0
T
H
E
ad X' C/L of road center of property
2.00 ][ INCHES FT I[ ABOVE BELOW] BENCHMARK/REFERENCE POINT
5.00 ][FINCHES FT I[ ABOVE BELOW] BENCHMARK/REFERENCE POINT
system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
gpd.
.R
'SPECIFICATIONS BY: Brian J Ingram TITLE' Environmental Specialist II
APPROVED BY: (%i4✓ TITLE: Environmental Supervisor I St. Lucie CHD
Dianna S May
DATE ISSUED: 02/19/2020 EXPIRATION DATE: 08/19/2021
DH 4016, '08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
CONTRAC'TUR / AUZN'1': Otllliallllll UICW a r"IUIIIUII IIf IX VI4ni .�c, vn.ca
LOT: 34 BLOCK: 76
SUBDIVISION: Indian River Estates ID#:3402-610-0179-000-1
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MOST 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: 0.23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site BM Orange painted „X„ C/L Of
ELEVATION OF PROPOSED SYSTEM SITE 2.00 [ INCHES / FT ] [[
of
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: 7 FT
PROPERTY LINES: 11 FT
POTABLE WATER LINES:
25 FT
SITE SUBJECT TO FREQUENT FLOODING?
[ ]YES [X]NO 10
YEAR FLOODING? [ ]YES
IX]NO]
10 YEAR FLOOD ELEVATION FOR SITE:
FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
CCITT. 9RCIFTT.E INFORMATION SITE 1
USDA SOIL SERIES:Waveland fine sand
Munsell #/Color Texture
Depth
10YR 3/1
Sand
0 To 4
1OYR 4/1
Sand
4To 35
10YR 5/1
Sand
21 To 39
10YR 4/4
Sand
39 To 51
1 OYR 3/3
Sand
51 To 60
REFUSAL
Refusal
60 To 72
T.nMa TTr1N eTTR i
USDA SOIL SERIES:Waveland
Munsell #/Color
fine sand
Texture
Depth
10YR 311
Sand
0 To 4
10YR 4/1
Sand
4 To 35
10YR 5/1
Sand
21 To 39
10YR 4/4
Sand
39 To 51
10YR 3/3
Sand
51 To 60
REFUSAL
Refusal
60 To 72
OBSERVED WATER TABLE: 35.00
INCHES [ ABOVE / BELOW ]
EXISTING GRADE
TYPE:
[ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE
ELEVATION: 21 INCHES
[ ABOVE
/ FLOW ]
EXISTING GRADE
HIGH WATER TABLE VEGETATION'
[ ]YES [X]NO MOTTLING: [X]YES
[ ]NO
DEPTH: 21.00 INCHES
§SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION:
DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSINT determined using USDA WSS and soil borings.
10YR5/1 stripping In a 10YR411 matrix>10% with diffuse boundaries starting @ 21" in SB1.
SB1 and SB2 2" above BM. /J
SITE EVALUATED BY:
INCHES
DATE: 02/17/2020
Ingram, Brian IT : Environmental Specialist II) (ENVIRONMENTAL HEALTH)
on 4015, 08109 (O'bsoletes previous editions vh h may not be used) Incorporated: 64E-6. 001, SAC Page 3 of 4