HomeMy WebLinkAboutD O H SEWAGE TREATMENT DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONSSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICATION # AP1361173.
PERMIT # 56-SF-1872411
DOCUMENT # SE1091986
APPLICANT: James Jenkins
CONTRACTOR /! AGENT: Classic Const. of South Fla. Inc ' ttuc°
LOT: 17 1 BLOCK: 62
SUBDIVISION: Lakewood Park ID#: 1301-606-0099-000-7
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE
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REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: EX ]YES [ ]NO NET USABLE AREA AVAILABLE: 0.27 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 404.99 GALLONS PER DAY [ 3.500 GPD/ACRE I OR 2500 GPD/ACRE ]
UNOBSTRUCTEDIAREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: site BM Nail in S Side of rd. NW lot Corner
ELEVATION OF,PROPOSED SYSTEM SITE 2.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
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 [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 50 FT
SITE SUBJECT ITO 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
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USDA SOIL SERIES:Pepper sand
Munsell #/Col,or Texture
Depth
10YR 5/1
Sand
0 To 6
1 OYR 4/1
Sand
6 To 13
1 OYR 5/1
Sand
13 To 36
1 OYR 6/1
Sand
22 To 36
10YR 4/3
Fine Sand
36 To 43
1 OYR 3/4 j
Fine Sand
43 To 59
HOLE CAVING
Refusal
59 To 72
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USDA SOIL SERIES:Pepper sand
Munsell #/Color Texture
Depth
10YR 3/3
Sand
0 To 5
1 OYR 4/1
Sand
5 To 17
1 OYR 5/1
Sand
17 To 38
1 OYR 6/1
Sand
27 To 41
1 OYR 4/3
Fine Sand
41 To 60
HOLE CAVING
Refusal
60 To 72
OBSERVED WATERITABLE: 39.00 INCHES [ ABOVE / SELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 23 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 23.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY)
r" REMARKS/ADDITIONAL CRITERIA
VSWT determined using USDA WSS and soil borings.
OYR6/1 stripping in 10YR5/1 matrix >10% starting at 23" in SB7.
B1 2" below BM. SB2 2" above BM.
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SITE EVALUATED BY:
I Ingram, Brian (T e: Environmental Specialist II) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
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DATE: , 08/28/2018
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