HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
PERMIT #:56-SF-2190933
APPLICATION #: AP1588314
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1496287
CONSTRUCTION PERMIT FOR: OSTDS New
AP"'ICANT: Colton Difrancesco
PROPERTY ADDRESS: TBD Hickory Dr Fort Pierce, FL 34982
II
LOT: 32 & 33 BLOCK: 63 SUBDIVISION: Indian River Estates
i
PROPERTY ID #: 3402-609-0430-000-5 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPE
CIF IGATIONS 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.
I
SYSTEM DESIGN AND SPECIFICATIONS
T [ 900 ] GALLONS / GPD Septic neW CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N I ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIL•10M CAPACITY SINGLE TANK.1250 GALLONS]
8 I ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[�I ]DOSES PER 24 HRS #Pumps [ ]
D [ 500 ] SQUARE FEET Drainfield new SYSTEM
R I ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [k] MOUND I I]
I CONFIGURATION: [ ] TRENCH [X] BED [ ]
N
F LOCATION OF BENCFMIARK: Site BM, Nil), CL of Rd, Center of aropertv
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
Im
0
T
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E
R
14.00 ][1 INCHES FT ][ABOVE A BELowjI BENCHMARK/REFERENCE POINT
19.00 ]( INCHES FT ] ABOVE BELOW IBENCHMARK/REFERENCE POINT
ri.ji" Wavv.LMW: L 61.UU] INCHES EXCAVATION REQUIRED: [ I ] INCHES
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
300 gpd.
"SPECIFICATIONS BY: Brian J Ir5gram TITLE:
Environmental Specialist II
�►PPROVED BY: TITLE: Environmental Specialist II St. Lucie
,J Brian ngram CgD
DATA ISSUED : 121.3 12 O nxrx r=orT .anxD : 00f30/Z022
I
DH 4016, 08/09 (Obsoletes all Previous editions which may not be used)
Incorporated: 64E-6.003, FAC I Page 1 of 3
v 1.1.4 AP1588314 ISE1454121
I
NOTICE OF RIGHTS
I
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, 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
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.
J
�- St. Lucie County Health Department
HEALTH 5150 NW Milner Dr Port Saint Lucie, FL 34983
i
PAYING ON: * 56-SF-2190933 BILL DOC *56-BID-5065777 CONSTRUCTION APPLICATION* AP1588314
RECEIVED FROM: James Trefelner AMOUNT PAID: $ 545.00
PAYMENT FORM: CHECK 2180 PAYMENT DATE: 10/29/2020
MAIL TO: Colton Difrancesco
i
FACILITY NAME:
PROPERTY LOCATION:
TBD Hickory or
Fort Pierce, FL 34982
32 & 33 63
Lot: Block:
I
Property ID: 3402-609-0430-000-5
EXPLANATION or DESCRIPTION: QUANTITY FEE
i
128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
-1 - OSTDS Construction Application and Plan Review,New
123 - OSTDS Construction Site Evaluation
126 - OSTDS Construction Permit (New or Mod, Amendment)
127 - OSTDS Construction System Inspection
133 - OSTDS Construction Reinspection
-J
1
$
45.00
1
$
100.00
1
$
100.00
1
$
115.00
1
I
$
55.00
1
$
75.00
1
$
50.00
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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYS'
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Colton Difrancesco
CONTRACTOR / AGENT:
LOT•. 32 & 33
James Trefelner
SUBDIVISION: Indian River Estates
BLOCK: 63
ID# : 3402-609-0430-000-5
APPLICATION # AP1688314
PERMIT # 56-8F-2190933
DOCIAMT # SE1454121
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
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY
AUTHORIZED SEWAGE FLOW: 1150.02 GALLONS PER DAY
UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT t7
NET USABLE AREA AVAILABLE: 0.46 ACRES
[. RESIDENCES -TABLET / OTHER -TABLE 2 ]
[ 1500 GPD/ACRE OR 1 2500 GPD/ACRE )
RVCTE> AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site BM, NiD, CL of Rd, Center i
ELEVATION OF PROPOSED SYSTEM SITE 4.00 [ INCHES / FT ] [
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM
SURFACE WATER: FT DITCHES/SWALES: 15 FT
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE:
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
SOIL PROFTT.F. TWWA17Mn1PTAM CTMW 1
/IBELOWI] BENCHMARK/REFERENCE POINT
THE FOLLOWING FEATURES
NORMALLY WET: [ ]YES [ ]NO
FT NON -POTABLE: FT
POTABLE WATER LINES: S0 FT
I
[ ]YES [X]NO 1 10 YEAR FLOODING? [
FT [ MSL / NGVD ] SITE ELEVATION: FT
SOIL PROFTT.F. TNFAAMn TTnV CTTR 9
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 6/1
Sand
0 To 20
10YR 6/1
Sand
11 To 23
10YR 512
Sand
23 To 31
1 OYR 4/3
Sand
31 To 34
10YR-212
Spodic Material
34 To 45
HOLE CAVING
Refusal
45 To 72
]YES [X]NO]
[ MSL / NGVD
USDA SOIL SERIES:
MUnsell`#/Color
Texture
Depth
10YR 411
Sand
0 To 5
10YR 5/1
Sand
5 To 25
10YR 6/2
Sand
25 To 30
10YR 514
Sand
30 To 35
1 OYR 211
Spodic Material
35 To 48
HOLE CAVING
Refusal
48 To 72
OBSERVED WATER TABLE: 29.00 INCHES [ ABOVE / BELOW ] EXISTING
ESTIMATED WET SEASON WATER TABLE ELEVATION: 11 INCHES [
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60
DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (S]
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
+0YR611 stripping in 10YR5/1 matrix > 10% starting at 11" in SB1.
SB7 W' below SM. 882 6- below SM. �7
SITE EVALUATED BY:
Ingram, Grjan (Title: Environmental Specialist Iq (ENVIRONMENTAL I
D8 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6
TYPE: [ PERCHED / APPARENT ]
/ BELOW ] EXISTING GRADE
[ ]NO DEPTH: 11.00 INCHES
E OF EXCAVATION: INCHES
DATE: 1229/2020
.TH)
, FAC Page 3 o£ 4
AP1588314 EID2190933 v 1.0.2
rrupeMy t✓ara
Page 1 of 1
Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: TBD Parcel ID: 3402-609-0430- Account #: 37947 See/Town/Range:
000-5 11/36S/40E
Map ID: 34/1 I S Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie
County
Ownership Legal Description
Colton DiFrancesco INDIAN RIVER ESTATES-04IT-08- BLK 63 LOTS 32 AND
8602 Millwood DR 33 (MAP 34/1IS)
Fort Pierce, FL 34945
Current Values
Just/Market: $28,800 Assessed:
Exemptions: $0 Taxable:
Date Book/Page
08-25-2020 4467 / 1296
04-I3-2017 3986 / 1836
01-11-2007 3036/ 1715
Historical Values 3-year
$24,200 Year Just/Market
Assessed Exemptions
$24,200 2020 $28,800
$24,200 $0
2019 $23,400
$22,600 $0
2018 $20,000
$20,000 $0
Sale History
View: Roof Cover:
Year Built: N/A Frame:
Primary Wall: Story Height
Bedrooms: 0
Full Baths: 0
Half Baths: 0
Type
Sale Code Deed Grantor
0001 WD Johns James R
0001 WD Houtkin Consulting Corp
XX01 WD NewStar Mortg'age/Investments
Primary Building Information
Finished Area of this building: 0 SF
Gross Sketched Area: 0 SF
Exterior Data
Taxable
$24,200
$22,000
$20,000
Price
$45,000
$22,000
$0
Roof Structure: Building Type:
Grade: Effective Year: N/A
No. Units: 0 Secondary Wall:
Interior Data
A/C %: 0% Electric: Primary Int Wall:
Heated %: N/A% Heat Type: Avg Hgt/Floor: 0
Sprinkled %: 0% Heat Fuel: Primary Floors:
Total. Areas
Finished/Under Air 0
(SF):
Gross Sketched Area 0
;. , ........ (SF):
Land Size (acres): 0.46
Land Size (SF): 20,000
Total Building Count: 1
Special Features.and Yard Items
Qty Units Year $It
All information is believed to be correct at this time, but is subject to change and is'provided without any warranty.
Q Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved.
https://www.paslc.org/RECard/ 10/29/2020
,..
APPLICANT'S NAIME:
LEGAL, DESCRIPTION: LCA-6
sG-$F- 219 0133
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I certify that there are no potable private wells within 75 feet of the available area for the
proposed septic system, that there are no non -potable wells within 50 feet of the available area
for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated
building foundation, that there are no public wells that serve less than 25 people or less than
15 homes or businesses within 100 feet of the proposed septic; system, that there are no public
wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of
the proposed septic system, that the water line from the water meter or well to the structure is
at least 10 feet from the available area for the proposed septic system unless the plans show
the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or
vacuum sewage line in a public easement or right-of-way that abuts the property., that there
are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the
proposed septic system unless the property was created prior to 1972, that. the septic system is
proposed on the side of the lot farthest from surface water, that all private wells, septic .
systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot
are shown on the site plan, that all public wells within 200 feet of the applicant's lot are
shown on the site plan, and that the location of building or residences, swimming pools,
recorded easements, paved areas or driveways, sidewalks, the general slope of the property,
filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or
wetlands are shown on the applicants lot.
The natural grade elevation in the area of the proposed septic system and the benchmark must
be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic
system. i
TOTE: MUST BE CERTIFIED BY A FLORIDA
REGISTERED SURVEYOR OR ENGINEER.
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CERTIFIED BY: es,1r.00
FLORIDAPROFESSIONAL \O.:
luilding Data
-cupancy Type: Group R
;nstruction Type: V
amber of Stories: One
-oject Area: 2849 s.f.
luilding Code
17 Florida Building Code: Residential
14 National Electrical Code: NFPA 70
Area Tabulation
Living:
1768
Porch:
408
Entry:
160
Carport:
513
Total:
2849
Cubic Volume: 20060 c.f.
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scale
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job number
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