HomeMy WebLinkAboutOSTDS NEWSCANNEb
BY
St Lucie County
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND
SYSTEM
5 CONSTRUCTION PERMIT FOR:
OSTDS New
r
-1-�7-i1 - 0' ,
RECEIVED`
APPLICANT: Herbert & Kathleen Yancy
PROPERTY ADDRESS: 581 Beach Ave Port Saint Lucie, FL 34952 1
AUG 0 8 2018
County, Permitting
PERMIT #:56-SF-1798314
ICATION # : AP 1312657
ATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1081203
LOT: BLOCK: 18 SUBDIVISION: River Park
PROPERTY ID #: 3421-114-0000-000-2/3419-510-0231-000-9 [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 [ 900 ] GALLONS / GPD Seotic New CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ J GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [
D [ 500 J SQUARE FEET Drainfield New SYSTEM
R [ J SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ J STANDARD [XI FILLED [ ] MOUND [ ]
I CONFIGURATION: [ ] TRENCH (X] BED [ ]
N
F LOCATION OF BENCHMARK: Green Nail & Disk on N side of Beach Rd near dead end
I ELEVATION OF PROPOSED SYSTEM SITE [ 5.00 ][ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 6.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D
0
T
H
E
R
?ILL REQUIRED: [ t.UUJ INCHES EXCAVATION REQUIRED: L J 1NUMNb
The system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of
300 gpd.
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. q
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SPECIFICATIONS BY: Dianna S May/ / TITLE. Environmental Specialist I
APPROVED BY: J-G��` A —A—_ TITLE: Environmental Specialist I St. Lucie CHD
Dianna S May
DATE ISSUED: 11/03/2017 EXPIRATION DATE:
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, PAC
v 1.1.4 AP1312657 SE1080907
05/03/2019
Page 1 of 3
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 1.20.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency
1 Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a. petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative hearing, and this order shall become a 'final
order'.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Herbert & Kathleen Yancy
CONTRACTOR / AGENT: Hebert E. Yancy PSM
LOT: BLOCK: 18
APPLICATION # AP1312657
PERMIT # 56-SF-1798314
DOCUMENT # SE1080907
SUBDIVISION: River Park ID#: 3421-114-0000-000-2/3419-510-0231-000-9
y
TO HE 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: 1.98 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 4950.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1200.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Green Nail & Disk on N side of E
ELEVATION OF PROPOSED SYSTEM SITE 5.00 [ INCHES / FT ] [
end
/ BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 100+ FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FTNON-POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 18 FT POTABLE WATER LINES: 10 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? I ]YES IXINO)
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
enrT. 1DWnVTT.V TMWnnMSmrnV QTMR 1 AnTT. PROFTLE INFORMATION SITE 2
USDA SOIL SERIES:Pendarvis sand
Munseli #/Color Texture
Depth
10YR 5/2
Sand
0 To 6
10YR 6/2
Sand
6 To 22
1 OYR 5/1
Sand
22 To 40
10YR 6/1
Sand
35 To 52
10YR 311
Sand
52 To 55
10YR 5/4
Loamy Sand
55 To 66
REFUSAL
Refusal
66 To 72
USDA SOIL SERIES:Pendarvis sand
Munsell #/Color Texture
Depth
10YR 5/2
Sand
0 To 5
10YR 7/1
Sand
5 To 16
10YR 6/1
Sand
16 To 27
10YR 7/1
Sand
25 To 33
10YR 8/1
Sand
30 To 33
10YR 5/1
Sand
33 To 50
10YR 5/2
Sand
50 To 55
10YR 3/2
Sand
55 To 60
REFUSAL
Refusal
60 To 72
OBSERVED WATER TABLE: 43.00 INCHES ( ABOVE / BELOW I EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 35 INCHES [ ABOVE / BELOW) EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 35.00 INCHES
SOIL,TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION,: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY)
r REMARKS/ADDITIONAL CRITERIA
VT determined using USDA WSS and soil borings. 10YR611 stripping >10% with diffused boundaries starting at 35" In a 10YR611
U. S81 5" above BM, SB2 4" above BM.
evaluation modified 7/11/2018 after homeowner reauest to verifv wswt.
SITE EVALUATED BY:
May, Dianna (Title: EnvironflFientel Specialist 1[ (Florida Departmentof Health In St Luc
DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE: 06/08/2018
Page 3 of 4
AP1312667 EID1798314 v 1.0.2