HomeMy WebLinkAboutSewagePROPERTY ADDRESS: 5611 Spruce Dr Fort Pierce, FL 34982
LOT: 22
PROPERTY ID #:
___..__ FR_SF_7ARdR1Q
BLOCK: 77 SUBDIVISION: Indian River Estates
3402-610-0207-000-7 [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 [
900 ] GALLONS / GPD
Seatic 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
R [ ] SQUARE FEET
A TYPE SYSTEM: [ ]
I CONFIGURATION: [X]
N
F LOCATION OF BENCHMARK:
Drainfleld New SYSTEM
N/A SYSTEM
STANDARD [X] FILLED [ ] MOUND [ ]
TRENCH [ ] BED [ ]
Site BM
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D
"X' in C/L of road center of
[ 2.00 ][ INCHES FT ][ABOVE A BELOW BENCHMARK/REFERENCE POINT
[ 8.00 ][ INCHES FT ][ABOVE HELOW BENCHMARK/REFERENCE POINT
REQUIRED: [7L.UU] INCHES EXCAVATION REQUIRED: [ 43.UUJ INCHEb
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: Brian J
FILE COPY.
TITLE: Environmental Specialist II
APPROVED BY: /THY TITLE: Environmental Supervisor I St. Lucie CHD
Dianna 5 Ha
DATE ISSUED: 02/19/2020 EXPIRATION DATE: 0811912021
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
r
SUBDIVISION: Indian River Estates ID#: 3402-610-0207-000-7
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: 0.23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 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: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 563.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site BM painted "X" in C/L of road center of property
ELEVATION OF PROPOSED SYSTEM SITE 2.00 [ INCHES / FT ] [ ABOVE / BELO]] 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: 7 FT
PROPERTY LINES: 11 FT POTABLE WATER LINES:
28 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
SOIL
PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Waveland
Munsell #/Color
fine sand
Texture
Depth
10YR 4/1
Sand
0 To 25
1 OYR 5/2
Sand
25 To 38
10YR 6/1
Sand
30 To 38
10YR 2/1
Spodic Material
38 To 45
10YR 4/1
Sand
45 To 72
USDA SOIL SERIES:Waveland fine sand
Munsell #/Color Texture
Depth
10YR 411
Sand
0 To 25
10YR 5/2
Sand
25 To 38
1 OYR 6/1
Sand
30 To 38
1 OYR 2/1
Spodic Material
38 To 45
10YR 4/1
Sand
45 To 72
OBSERVED WATER TABLE: 51.00 INCHES [
ABOVE / BELOW ] EXISTING GRADE TYPE:
[ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION:
30 INCHES
[ ABOVE / BEE]
EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES
EX ]NO MOTTLING:
[X]YES [ ]NO
DEPTH: 30.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60
DEPTH OF EXCAVATION: 45 INCHES
DRAINFIELD CONFIGURATION: [X ] TRENCH
[ ] BED [ ] OTHER
(SPECIFY)
— REMARKS/ADDITIONAL CRITERIA
LIT determined using USDA WSS and soil borings.
t6/1 stripping in a 10YR5/2 matrix >10% with diffuse boundaries starting @ 30" in S61.
and SB2 2" below SM. — /i
SITE EVALUATED BY:
Ingram, Brian (Title: ironmental Specialist II) (ENVIRONMENTAL HEALTH)
tions OH 4015, 08/09 (Obsolete. previous ediwhich y not be used) Incorporated: 64E-6.001, FAC
DATE: 02/17/2020
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