HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (TNT Builders of South Florida)
PROPERTY ADDRESS: TBD Easy St Fort Pierce, FL 34982
LOT: 5, 6 & 7 BLOCK: 14
PROPERTY ID #: 3402-604-0005-000-2
SUBDIVISION: Indian River Estates
PERMIT #:56-SF-2207673
APPLICATION #: AP1603153
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1496741
[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 [ 1,050 ] GALLONS / GPD SeDticneW 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 Drainfield new SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND
I CONFIGURATION: [ ] TRENCH [X] BED [ ]
N
F LOCATION OF BENCHMARK: Bent nail On power pole West Of fire hydrant al
Street
I ELEVATION OF PROPOSED SYSTEM SITE [ 13.50][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 13.501[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D F
0
T
H
E
R
ILL REQUIRED: [ 'Iti.UU] INCHES EXCAVATION REQUIRED: [ Jb.UU ] INCHES
The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
400 gpd.
*1
IV 10 GO?
VIOX to
SPECIFICATIONS BY: Todd A R 'nhold TITLE: Environmental Specialist II
APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD
Brian J THaram
DATE ISSUED: 01/05/202
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
EXPIRATION DATE
07/05/2022
Page 1 of 3
v 1.1.4 AP1603153 SE1454500
_r
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 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.
s '
`k St. Lucie County Health Department
HEALTH5150 NW Milner Dr Port Saint Lucie, FL 34983
PAYING ON: : 56-SF-2207673 sill DOG :56-BID-5094111 CONSTRUCTION APPLICATION #: AP1603153
RECEIVED FROM: Atlantic Land Designs of the TC AMOUNT PAID: $ 545.00
PAYMENT FORM: CHECK 28454 PAYMENT DATE: 11/24/2020
MAIL TO: (TNT Builders of South Florida)
FACILITY NAME:
PROPERTY LOCATION:
TBD Easy St
Fort Pierce, FL 34982
Lot:
Property ID:
EXPLANATION or DESCRIPTION:
Block:
128 - OSTDS Construction System Inspection Research Fee
-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
QUANTITY FEE
1 $ 5.00
1 $
45.00
1 $
100.00
1 $
100.00
1 $
115.00
1 $
55.00
1 $
75.00
1 $
50.00
I1I34I2wo 8t1 Q.QlU.nj puA
RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4795471
9STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
•~mob"". APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
PERMIT NO. 15k9-Sr--2ZV1tp113
DATE PAID: % Zs.{ 20
FEE PAID: C,L�� —
RECEIPT #: ?fi;�plt5Q
(V1 New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ ] Repair [ l Abandonment [ l Temporary [ ]
APPLICANT: TNT Builders of South Florida, LLC
AGENT: Atlantic Land Designs of the Tc, Inc. TELEPHONE: 772-398-4290
MAILING ADDRESS: PO Box 1421 Jensen Beach, Florida 34958 Email - ALD5543@Gmail.com
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION
LOT: 5-7 BLOCK: 14 SUBDIVISION: Indian River Estates Unit 3 PLATTED: 1956
PROPERTY ID # : 3402-604-0005-000-2 ZONING: RS-3 I /M OR EQUIVALENT: [ No ]
PROPERTY SIZE: 1.23 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,/l]<=2000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ No I DISTANCE TO SEWER: N/A FT
PROPERTY ADDRESS: TBD Easy Street Fort Pierce Florida _
DIRECTIONS TO PROPERTY: See attached Map
BUILDING INFORMATION
Unit Type of
No Establishment
1 Residential
[✓] RESIDENTIAL [ I COMMERCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
4 22UUA
2
3
4
[ ] Floor7/.Equipment Drains [ I Other (Specify)
SIGNATURE: \ DATE: 11/17/20
DR 4015, 08/09 bs'lete's previous editions which may not be used)
Incorporated 64E-6.001, FAC Page 1 of 4
14
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: TNT Builders of South Florida
CONTRACTOR / AGENT: Atlantic Land Designs Of the TC
I OT : 5, 6 & 7 BLOCK: 14
SUBDIVISION: Indian River Estates ID#: 3402-604-0005-000-2
APPLICATION # AP1603153
PERMIT # 56-SF-2207673
DOCUMENT # SE1454500
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 NET USABLE AREA AVAILABLE: 1.23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 3075.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 625.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION
ELEVATION OF PROPOSED SYSTEM SITE
Bent nail on power pole west of fire
Street
13.50 [ I INCHES I / FT ] [ ABOVE / I BELOW I] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT
DITCHES/SWALES: FT
NORMALLY WET: [ ]YES
[ ]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE:
FT NON -POTABLE:
FT
BUILDING FOUNDATIONS: 10 FT
PROPERTY LINES: 50 FT
POTABLE WATER LINES:
40 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
SOTT, PROFTT.F.
TNFORMATTON ATTF. 9
USDA SOIL SERIES:Susanna sand
Munsellj#/Color Texture
Depth
10YR 5/2
Fine Sand
0 To 12
10YR 6/3
Fine Sand
12 To 16
1 OYR 8/3
Fine Sand
16 To 30
10YR 5/6
Sandy Clay Loam
30 To 36
10YR 7/3
Fine Sand
36 To 60
HOLE CAVING
Refusal
60 To 72
USDA SOIL SERIES:Susanna sand
Munsell #/Color Texture
Depth
10YR 5/3
Fine Sand
0 To 13
1 OYR 6/3
Fine Sand
13 To 17
10YR 8/3
Fine Sand
17 To 30
10YR 516
Sandy Clay Loam
30 To 35
10YR 7/3
Fine Sand .
35 To 61
HOLE CAVING
Refusal
61 To 72
OBSERVED WATER TABLE: 60.00 INCHES [ ABOVE / HELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET�SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE / HELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 24.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: 36 INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY)
7 REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings. 10YR 7/3 stripping in 10YR 6/3 matrix >10% with diffused boundaries starting
at 24 inches in S131, SB1 is 13.5 inches below the BM
SITE EVALUATED BY,:
Reinhold, Todf(Title: Environmental Specialist 11) (Florida Department of Health in Ok
DH 4015, 06/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
AP1603153 EID2207673
DATE: 12/29/2020
Page 3 of 4
v 1.0.2
4 STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
.��.
SITE EVALUATION AND SYSTEM SPECIFICATIONS
�
PERMIT #.
APPLICANT : TNT Builders of South Florida, LLC AGENT: Altnatic Land Designs of the TC, Inc.
LOT: 5-7 BLOCK: 14 SUBDIVISION: Indian River Estates Unit 3
PROPERTY ID # : 3402-604-0005-000-2 [ Section/Township/Parcel No. or Tax ID Number ]
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: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 1.23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [ RESIDENCES -TABLE I/OTHER-TABLE2 ]
AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SQFT
BENCHMARK/REFERENCE POINT LOCATION: CL of road top of pavement in front of Lot 5
ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES/Fr ] [ABOVE/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:15 FT NORMALLY WET? [ I YES I✓] NO
WELLS: PUBLIC:200 FT LIMITED USE:100 FT PRIVATE:75 FT NON-POTABLE:50 FT
BUILDING FOUNDATIONS:7 FT PROPERTY LINES:I1 FT POTABLE WATER LINES:100 FT
SITE SUBJECT TO FREQUENT FLOODING: [ I YES [✓I NO 10 YEAR FLOODING? I ] YES I✓] NO
10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1
MUNSELL #/COLOR TEXTURE
USDA SOIL SERIES:
DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
SOIL PROFILE INFORMATION SITE 2
MUNSELL #/COLOR TEXTURE
USDA SOIL SERIES:
DEPTH
TO
TO
TO
mn
To
TO
TO
TO
TU
OBSERVED WATER TABLE: INCHES [ABOVE/BELOW '] EXISTING GRADE. TYPE:[ PERCHED/ APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [.ABOVE/BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: I ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED ( ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA:
SITE EVALUATED BY:
DATE:
DH 4015, 08/09 (obsoietes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4
BOUNDARY SURVEY.
FD.
288.51'(f�1)
P- POOU�
WATER LINE
SITE BENCHMARK X PAINTED
�y1�IN ROADBELEVATION = 1172
- -
k110
EXISTING
RESIDENCE
oci
Liz
0
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k�o24.28
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EASY STREET
80' R.O.W. - 20' ASPHALT ROAD
h
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_•nFskNa+;ir' \\1 FIRE HYDRANT
N 90'00'00" E
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ARE RESERVED
a5
ORIDRAINFIELD
(-.RE,,FEE
I by
COTERED
Lq
'0
OD
.et W I
PROPOSED WUSSA a VM I
PROPOSED F.F.E.=115.0'
1
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Now
31,83'
I
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I
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131.82'
215.10'
k\Oh
TAX PARCEL 3410-433-0001-000-5
k1\b0
PROPOSED PLOT PLAN
I(OuBjECIT TO dONTRAdTOR. HEALTH.DEPT.. AND BUILD* DEPT. APPROVAL)
ALL ELEVATIONS SHOO HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.'88)
ABBREV I A�T/II ONS : y ftE9p�
YELLOW CAP MARKED "PSM5543WITH
FD = FOUND 5/8 RONP.SRME5B5A4R
= IGHT OF WAY
MEASURED
P = PLATTED
C CALCULATED
= L = LE RAIIUSGTH OF OF CURVE
CURVE
D- DEL A OF CURVE
FFE - FINISHED FLOC IEyyATION
OH -OH -OH- - OVERHEAD �LRES
X-X-X- - CHAI LINK FENCE
-0-1 o-- PLAS IC FENCE
O-0-O- = FENCE
CONC. = C CRETE
C.P.= CONCR TE PAD
Coy.- COVERED
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 5, 6 & 7 IN BLOCK 14 OF INDIAN RIVER
ESTATES UNIT 3, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK
10, PAGE 47, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
40 0 10 30
GRAPHIC SCALE
0
DRAINAGE PLAN
DRAINAGE
TPROPOSED INGx�oR = EXISTING ELEVATION
AND xti�y = PROPOSED ELEVATION
TBD EASY STREET
SCALE: 1 n=40'
Atlantic Land Designs
of the Treosure'Coost, LB7468
75.4 NE Jensen Beach Blvd. Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 39874290
DATE: 10/30/20
DRAWN: JC
2020-0801
DATE:
REVISIONS
LAST FIELD DATE:10/29/20
LLf
0
0
C:)
P
O
E/)
x�Dy I _ k\Oy
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED 0 LY PLATTED EASEMENTS ARE, SHOWN HEREON.
2. ALL LOT DIMENSIONS SHOy�N ARE PER PLAT UNLESS OTHERWISE SHOWN.
3, NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOO.
4, THIS SITE LIES r WITHIN ' FLOOD INSURANCE RATE MAP ZONE X MAP(}
12111CO277 K DATED: 2-19-20.
5; FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED
BY A DETERMINATION AGENCY,
6, BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF
EASY STREET AS BEING N9O'00'00"E ACCORDING TO THE PLAT
DESCRIBED HEREON.
7, P,U,D.E, DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
U,E, DENOTES UTILITY EASEMENT,
8. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE/PURPOSE OF THIS SURVEY IS HOME
CONSTRUCTION, ACCURACY=1 FOOT IN 7.500 FEET OR BETTER,
9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
rtitied to:
I hereby certify that the survey sho*n hereon is true and correct
and is based on actual measurements taken in the .field.
51A cagy"
C�¢t IF CI
5543
D'gtley signed by James AC
Jr.
mesrCe�iro Jr. het oua eemaAl= mis5543@gmailcom�ca sign of
Da[e:ZO]0.I 1.1805MA3-05'00' 7 W
STATE OF y
NOT VALID WIT HOUTAN AUTHENTICATED ELECTRONIC a cGoRt�P g
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL �D SURVEY0