HomeMy WebLinkAboutSewage OSTDS NewSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR
APPLICANT: CIVde and Sa
PROPERTY ADDRESS:
LOT: BLOCK:
OSTDS New
Crouch
PROPERTY ID #: 230844100030007.
Fort Pierce, FL 34945
SUBDIVISION:
PERMIT #:56-SF-1407680
APPLICATION # : AP 1070716
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR875350
[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, E.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 THEW
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 ] GALLONS / GPD Septic CAPACITY
A [ ] 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 [ 667 ] SQUARE FEET SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [g] MOUND []
I CONFIGURATION: [ ] TRENCH [X] BED [ ]
N
F LOCATION OF BENCHMARK: . NAIL IN PALM TREE -NE CORNER OF PROPERTY (SEE SITE PLAN)
I ELEVATION OF PROPOSED SYSTEM SITE [ 7.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 7.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT
D E
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H
E
R
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The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with
s. 64E-6.013(3)(0, FAC.
SPECIFICATIONS BY: Andrew R tewood TITLE: Environmental Specialist II
APPROVED BY: TITLE: Environmental Specialist II
James C =rMOran
DATE ISSUED: 05/11/2012 EXPIRATION DATE:
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
v 1.1.4 AP1070716 SE870292
St. Lucie CHD
11/11/2013
Page 1 of 3
a
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
;SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICATION # AP1070716
PERMIT # 56-SF-1407580
DOCUMENT # SFS7ng99
APPLICANT: Clyde and Sandry Crouch
CONTRACTOR / AGENT: Culpepper & Terpening, Inc Q, o c ['s 5
LOT: BLOCK:
SUBDIVISION: ID#:230844100030007 M wwdd mok"a
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: [XIYES [ ]NO NET USABLE AREA AVAILABLE: 5.03 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER.DAY [ RESIDENCES -TABLET / OTHER-TABLE'2 ]
AUTHORIZED SEWAGE FLOW: 7545.01 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: NAIL IN PALM TREE -NE CORNER OF PROPERTY (SEE SITE PLAN)
ELEVATION OF PROPOSED SYSTEM SITE 7.00 [FINCHES] / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: N/A FT DITCHES/SWALES: 18 FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: N/A FT LIMITED USE:' N/A FT PRIVATE: 87 FT NON -POTABLE: N/A FT
BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: 80 FT POTABLE WATER LINES: N/A 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 [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Nettles sand
Munsell #/Color Texture
Depth_
1 OYR 5/1
Fine Sand
0 To 9
10YR 6/1
Fine Sand
9 To 15
10YR 5/3
Fine Sand
15 To 30
10YR 2/1
Hardpan
30 To 36
1 OYR 3/3
Sandy Loam
36 To 48-
1OYR 3/3
Clay
48 To 60
1 OYR 7/1
Sandy Clay
60 To 72
USDA SOIL SERIES:Nettles sand
Munsell #/Color Texture
Depth
10YR 4/1
Fine Sand
0 To 12
10YR 6/1
Fine Sand
12 To 18
1OYR 5/4
Fine Sand
18 To 32
1OYR 2/1
Hardpan
32 To 38
1 OYR 5/4
Sandy Loam
38 To 48
1OYR 6/1
Clay
48 To 64
1 OYR 711
Sandy Clay
64 To 72
OBSERVED WATER TABLE: 44.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: j [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 10 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 10.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED
r- REMARKS/ADDITIONAL CRITERIA
Fine Sand/0.60 DEPTH OF EXCAVATION
[ ] OTHER (SPECIFY)
INCHES
SITE EVALUATED BY: DATE: 05/10/2012
Gatewood, drew it0 Envlron ntal Special! II) (St Lucie County Environmental Hea
DH 4015, 08/09 (Obsoletes Previous edits which may 'IV
t be used) Incorporated: 64E-6.001, FAC Page 3 of 4
AP1070716 EID1407680 v 1.0.2
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