HomeMy WebLinkAboutD O H ONSITE SEWAGE TREATMENT DISPOSAL SITE EVALUATION SPECIFICATIONS - VOID7 -1
STATE OF FLORIDA - APPLICATION # AP1367964
DEPARTMENT OF HEALTH
PERMIT "# 56-8F-1.867383
` ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
' DOCUMENT .# SE1090165
SITE EVALUATION AND SYSTEM SPECIFICATION —
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APPLICANT: Jerry &Sylvia Lawson
CONTRACTOII / AGENT: KARNERINC
LOT: 3 BLOCK:
SUBDIVISION: River Branch 'Estates ID#:3404-809-0007-000-1
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 NET USABLE AREA AVAILABLE: 0.50 .ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 -GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED, SEWAGE FLOW: 1250.00 G.• O PE Y `- 1500 GPD%ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE' 1000.00 SQ �iti ''.'"r' S .C. D AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Oran e • "j,"L R n 1 f'sul-de-sac
ELEVATION OF PROPOSED SYSTEM SITE 19.00 IN S ] / BELOW ] BENCHMARK/REFERENCE POINT
I '
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: 5 FT POTABLE WATER LINES. 76 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 E MSL / NGVD
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'USDA SOIL SERIES.:Riviera fine sand
Munsell #!Color Texture
Depth
10YR'3/2
Fine Sand
0 TO 6
10YR 4/1
Fine Sand
6 To 26
1 OYR 5/1 j
Fine Sand
21 To 36
10YR 5/2
Fine Sand
36 To 40
10YR 5/1
Sanity Clay Loam
40 To 55.
10YR.5/1
Loamy Sand
55 To•61
10YR 5/1
Sand
61 To 72
USDA SOIL SERIES:Riviera fine sand
Munsell #/Color Texture
Depth .
10YR 3/2
Fine Sand
0 To 6
10YR 411
Fine Sand
6 To 26
Fine Sand
26 To 38
Fine Sand
38. To 45
Y 11 `"
f
Sandy Clay Loam
45 To 55
Y 1
Loamy Sand
55 To 66
Y 1
Sand
66 To 72
OBSERVED WATFY TABLE: 66.00 INCHES [ ABOVE /
BELOW
] EXISTING GRADE TYPE:
[ PERCHED APPARENT
./
ESTIMATED WET SEASON WATER TABLE ELEVATION: 21 INCHES
[ ABOVE /
BELOW
]"
EXISTING'GRADE
HIGH WATER TABLE VEGETATION., [ ]YES [X]NO MOTTLING: [X]YES
[ ]-NO
DEPTH:
2'1:00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM.SIZING: Fine Sand/0.60
DEPTH OF ET4-T
INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [ X ] BED [ ] OTHER
(SPEC�FY)1 '
% Ki
REMARKS/ADDITIONAL CRITERIA
WSWT'determinl d using USDA WSS and soil borngs.ja,
10YR5/1 stripping in.a 10YR4M matrix >10% with diffused boundaries starting @ 21" in SB1.
'�,
S61 and S6219P above BM. /7
I
SITE EVALUATED BY:
Ingram, Brian
DH 4015, 08/09 1(Obsoletes previous editions w
I
✓Environmental Specialist II)(ENVIRONMENTAL HEALTH)
.may not be used) Incorporated: 64E-6.001, FAC
AP1357964 EID1867183
DATE: 08/16/2018"
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