HomeMy WebLinkAboutSeptic PermitSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Tommy Buchmeyer
PROPERTY ADDRESS: 20800 Glades -Cut -Off Rd Port Saint Lucie, FL 34987
LOT
BLOCK:
PROPERTY ID #: 4221-2120040-000-4
SUBDIVISION:
PERMIT #: 56 -SF -08256
APPLICATION # : AP1481 34 f
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PRI 349246
OSTDS #: 05-0343-E
[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 J GALLONS / GPD Seotic New CAPACITY
A [ ] GALLONS / GPD NIA CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ J GALLONS DOSING TANK CAPACITY [ ]GALLONS G[ ]DOSES PER 24 HRS #Pumps [ ]
D [ 500 ] SQUARE FEET Drainfield New SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [XI MOUND I ]
I CONFIGURATION: [x] TRENCH [ ] BED [
N
F LOCATION OF BENCHMARK: Site BM nail set in WPP
I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/ REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 1.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D E
0
T
H
E
R
REQUIRED: ["GU,UU] INCHES EXCAVATION REQUIRED: [ 4(.UU] INCHES
system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
gpd.
SPECIFICATIONS B Hunter A Collier TITLE:
Environmental Specialist I
APPROVED BY: --� ' :� TITLE: Environmental Specialist I $t. Lucie CHD
Hunter A Collier v
DATE ISSUED: 05/22/2020
DH 4016, 08/04 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
V 1.1.4
AP14313y7
EXPIRATION DATE: 11/19/2021
SE1298370
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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Tommy BUChmeyer
CONTRACTOR / AGENT:
LOT:
BLOCK:
SUBDIVISION: ID#:4221-2120040-000-4
APPLICATION # AP1481347
PERMIT # 56 -SF -08256
DOCUMENT # SF129827n
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON, ENGINEERS MUST PROVIDF
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: 5.00 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 7500.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT.' LOCATION: Site BM nail Set In WPI'
ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ] [ ABOVE / HELOW j 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: 12 FT PROPERTY LINES: 95 FT POTABLE WATER LINES: 90 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
SOIL PROFTLF. TNFnRMA'rTnN eTmt. 1
[ ]YES [XINO 10 YEAR FLOODING? [
FT [ MSL / NGVD ] SITE ELEVATION: FT
ROTT. DRnP, TT.1. TATLVnD1Ah n -
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
1 OYR 411
Sand
0 To 8
10YR 5/1
Sand
8 To 36
10YR 613
Sandy Loam
36 To 45
10YR 611
Sand
45 To 50
1 OYR 712
Sand
50 To 54
7.5YR 5/8
Sand
54 To 58
10YR 714
Sand
58 To 64
1 OYR 711
Sand
64 To 70
10YR 6/3
Sandy Clay Loam
70 To 72
] YES [ X j NOj
[ MSL / NTGVD
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 411
Sand
0 To 8
1 OYR 511
Sand
8 To 22
1 OYR 6/2
Sand
22 To 31
1 OYR 4/2
Sand
31 To 40
10YR 613
Sandy Loam
40 To 47
1 OYR 5/2
Sand
47 To 52
1 OYR 714
Sand
52 To 57
7.5YR 5/8
Sand
57 To 72
OBSERVED WATER TABLE: 65,00 INCHES [ ABOVE / BELOW ] EXISTING GRADE
TYPE:
[ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION:
22 INCHES [ ABOVE
/ BELOW
]
EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES
[X ]NO MOTTLING: [X]YES
[ ]NO
DEPTH: 22.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: [X ] TRENCH [
- REMARKS/ADDITIONAL CRITERIA
] BED
Sand/0.80 DEPTH OF EXCAVATION
[ ] OTHER (SPECIFY)
WSWT determined using USDA WSS and soil borings. 10YR 612 stripping in 10YR 5/1 matrix > 10% with diffuse boundaries starting
at 22" in SB2. S132 1" below 8M. SDI 0.5" above BM.
SITE EVALUATED BY:
Collier, Hunter (Title: Environmental 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, FAC
AP1481347 EID350183
47 INCHES
DATE: 05/19/2020
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