HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM ram`
CONSTRUCTION PERMIT FOR:
APPLICANT: (Adams Homes of Northwest Florida, Inc)
PROPERTY ADDRESS: 5000 Sunset Blvd Fort Pierce. FL 34982
LOT: 14
PROPERTY ID #:
PERMIT #:56-SF-2034799
APPLICATION #:AP1464931
FEB 2 6 2020
ST. Lucie County,_ Permitting
BLOCK: 47 SUBDIVISION: Indian River Estates
DATE PAID:
FEE PAID:
RECEIPT #:
#:PR1303975
3402-608-0244-000-1 [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 [ 900 ] GALLONS / GPD Seotic new CAPACITY
A I ] 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
[ ]
N
F LOCATION OF BENCHMARK: Site BM
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D
0
T
H
E
R
'X', CL of Rd, S PL extended W
[ 9.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
[ 10.001[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
.Wyj A W; L I/.UUJ INCHES EXCAVATION REQUIRED: [ D/.uu J 1NCHE5
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 Ingrate TITLE: Environmental Specialist II
APPROVED BY: / ✓'^'� 3YTLE: Environmental Specialist II St. Lucie CHD
Brian J Ingr
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
v 1.1.4 A 1464931 SE1253459
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LOT: 14 BLOCK: 47
SUBDIVISION: Indian River Estates ID#: 3402-608-0244-000-1
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
TOTAL ESTIMATED SEWAGE FLOW:
AUTHORIZED SEWAGE FLOW:
UNOBSTRUCTED AREA AVAILABLE:
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE
300 GALLONS PER DAY
575.01 GALLONS PER DAY
NET USABLE AREA AVAILABLE: 0.23 ACRES
[ RESIDENCES -TABLET / OTHER -TABLE 2 ]
[ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
CL of Rd, S PL extended W
9.00 [1 INCHES / FT 1 [ ABOVE
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
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE:
BUILDING FOUNDATIONS: 5 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
SOIL PROFILE INFORMATION SITE 1
PROPERTY .LINES: 5 FT POTABLE WATER LINES:
POINT
[X]NO
FT
30 FT
]YES [X INO 10 YEAR FLOODING? I ]YES [X]NO)
FT [ MSL / NGVD ] SITE ELEVATION: FT L MSL / NGVD
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
1 OYR 4/1
Sand
0 To 4
1 OYR 5/2
Sand
4 To 32
1 OYR 611
Sand
25 To 32
1OYR 2/1 _
Spodic Material
32 To 57
1OYR 5/4
Loamy Sand
57 To 72
SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
1 OYR 4/2
Loamy Sand
0 To 5
1 OYR 5/2
Sand
5 To 35
10YR 6/1
Sand
26 To 35
10YR 212
Spodic Material
35 To 57
1 OYR 4/3
Fine Sand
57 To 62
10YR 514
Loamy Sand
62 To 72
OBSERVED WATER TABLE: 51.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED ./ APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 25 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: LX]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 25.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: 57 INCHES
DRAINFIELD CONFIGURATION: I ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10YR6/1 stripping in 10YR5/2 matrix >10% with diffuse boundaries starting at 2S" in SB1.
SB1 9" below BM. SB2 8" below BM.
SITE EVALUATED BY: _ DATE: 02/17/2020
Ingram, Brian (Title: vlronmental Specialist II) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous editions which y not be used) Incorporated: 64E-6.001, FAC Page 3 of 4
AP1464931 EID2034799 v 1.0.2