HomeMy WebLinkAboutD O H SEWAGE TREATMENT - DISPOSAL SITE EVALUATION - SPECS 6-6-05I
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�,PPLI CANT :
`'AGENT: MICHAEL GRZELKA
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LOT: 7
TO BE
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
Saitta, Walter
CENTRAX #: 56-SF-08239
OSTDSNBR 05-0324-N
BLOCK: 3 SUBDIVISION: St. Lucie Gardens ID#: ---
BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S
PROPERTY SIZE CONFORMS TO SITE PLAN: [XI YES [ ]NO NET USABLE AREA AVAILABLE: 1.25 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E-6, TABLE 11
AUTHORIZED SEWAGE FLOW: 1875 GALLONS PER DAY [1'500GPD/ACRE OR 2500GPD/ACRE]
UNOBSTRUCTED AREA AVAILABLE: 2000 SQFT UNOBSTRUCTED AREA REQUIRED: 1231` SQFT
BENCHMARK/REFERENCE POINT LOCATION: Nail In Power Pole Near NW Prop. Corner - 20.02 NG
ELEVATION OF PROPOSED SYSTEM SITE IS 18.00 [ INCHES ] [ BELOW ]BENCHMARK/REFERENCE POINT
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THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES:
"SURFACE IWATER: 75 FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ]YES [ X ]NO
WELLS: PIUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: 75. FT NON —POTABLE: N/A FT
BUILDING, FOUNDATIONS: 10 FT PROPERTY LINES: 10 FT POTABLE -WATER LINES: 10 FT
SITE SUBUECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO
10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 0 FT NGVD
SOIL P90FILE INFORMATION SITE 1
Munselll #/Color Texture Depth
1 tIVR '4I/1 -V n CW Argani n Rni l n to 9
1 OVR-7 1 -V n My RPflisal 6 to 79
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USDA SOIL SERIES: 50 Waveland fin
SOIL PROFILE INFORMATION SITE 2
Munsell #/Color Texture Depth
1 OVR-4.1 -V n rW Qrgani n Rni l n to r,
1 0YR-1/1 -V n Cw . RPfiiaal 6 to
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USDA SOIL SERIES: 50 Waveland fin
OBSERVEDIWATER TABLE: 0.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT
'ESTIMATED WET SEASON WATER TABLE ELEVATION: 0.00 INCHES [ BELOW ] EXISTING GRADE.
HIGH WATER TABLE VEGETATION: [XI YES [ ]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0
INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:Fine Sand/0.65 DEPTH OF.EXCAVATION:84.0 INCHES
DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA:
SITE. E
DH 4015
(Stock
TED BY: JAMES DUNCAN
/97 (Obsoletes previous editions which may not be used)
er: 5744-003-4015-1) [ostds_eval_4015-3]
DATE: 6/6/05
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